Structural engineering Books

Book SynopsisFibre-reinforced polymer (FRP) composites are used to strengthen reinforced concrete (RC) structures; a large amount of research now exists on this. This book brings together all existing research into one volume.Trade Review"...provides the first ever comprehensive, state-of-the-art summary of the existing research on FRP strengthening of RC structures..."(Polymer International, February 2004)Table of ContentsPreface. Notation. FRP Composites for Strengthening RC Structures. Bond Strength of FRP-to-concrete Joints. Flexural Strengthening of Beams. Shear Strengthening of Beams. Flexural Strengthening of Slabs. Strengthening of Axially and Eccentrically Loaded Columns. Seismic Retrofit of Columns. Index.

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Book SynopsisFulfilling a need for a work devoted to stability and bifurcation analysis in dissipative media, this book offers a unified presentation of nonlinear problems in solid mechanics and a complete and unitary analysis on stability and bifurcation problems arising in this framework.Table of ContentsBasic Elements of Statics and Dynamics. Constitutive Relations and Thermodynamics. Elements of Mathematics. Elastic Problems in Small Deformation. Elastic-Plastic Problems in Small Deformaton. Stability of an Equilibrium. Static and Dynamic Bifurcation. Bifurcation Analysis of Conservative Systems. Buckling of Elastic Structures. Complements of Conservative Systems. Plastic Buckling of Beams. Rate Problems and Hill's Criteria. Plastic Bifurcation. Materials and Structures in Finite Deformation. Standard Dissipative Systems. Stability of a Quasi-Static Evolution. Crack Propagation and Stability. Plane Cracks. Contact with Friction. Nonlinear Numerical Analysis. References. Index.

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Book SynopsisThe compaction guide to greater profits, less hassle. Boost yourbottom line with the expert, efficient soil compaction techniquesand technological solutions in this fully updated Second Edition.This revision will provide the contractor, fill inspector, andgeotechnical engineer with greater coverage of environmentaltopics, including. * Septic system site investigation, evaluation, design, andconstruction, plus existing system renovation, repair, maintenance,and management * The latest uses of artificial fills from around the world--foamplastics, Elastizell, Geocell, Solite, and waste materials likeshredded tires and wood chips * New material and helpful case studies on the correlation ofStandard and Modified Proctor densities and a method fordetermining numerical values of bearing capacities for Proctordensities In addition to the current state of the art of fill technology,basic insights into soil behavior are provided. Innovative andpatented methods of design are preseTable of ContentsAvoiding Costly Blunders. Basics of Soil Compaction Curves: Laboratory Procedures. Major Problems in Compacted Fill Technology: ProposedSolutions. Applied Research and Development. Fills and Fill Compaction. Compaction Specifications. Fill Control Procedures--Inspection. Septic Systems. Techonomics. Appendices. References. Index.

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Book SynopsisA text/reference on analysis of structures that deform in use. Presents a new, integrated approach to analytical dynamics, structural dynamics and control theory and goes beyond classical dynamics of rigid bodies to incorporate analysis of flexibility of structures.Table of ContentsNewtonian Mechanics. Principles of Analytical Mechanics. Concepts from Linear System Theory. Lumped-Parameter Structures. Control of Lumped-Parameter Systems: Classical Approach. Control of Lumped-Parameter Systems: Modern Approach. Distributed-Parameter Structures: Exact and ApproximateMethods. Control of Distributed Structures. A Review of Literature on Structural Control. References. Author Index. Subject Index.

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Book SynopsisThis book presents the general concept of the Virtual Distortion Method with the necessary theoretical background and a number of its applications to problems of structural analysis and design. The approach presented allows for the development of efficient computational methods for the numerical analysis of problems where, e.g., local failures, the temperature field or permanent plastic deformations are described by virtual distortions. On the other hand, properly modelled (fictitious) virtual distortions can be used to simulate structural modifications such as material redistribution applicable in the optimal redesign process. Finally, virtual distortions can be used to mimic the behaviour of actuators in active structural control problems: shape, stress or vibration control. A number of numerical algorithms are developed, enabling one to solve various problems of structural analysis, design and control.Table of ContentsAnalysis of Initial Stresses and Deformations Caused by VirtualDistortions. Nonlinear Structural Analysis, Truss Structures. Nonlinear Structural Analysis, General Skeletal Structures and 2DContinuum. Analysis. Optimal Structural Design. Optimal Prestress (Passive Control). Active Structural Control. References.

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Book SynopsisThis book addresses the formulation, approximation and numerical solution of optimal shape design problems: from the continuous model through its discretization and approximation results, to sensitivity analysis and numerical realization. Shape optimization of structures is addressed in the first part, using variational inequalities of elliptic type. New results, such as contact shape optimization for bodies made of non-linear material, sensitivity analysis based on isoparametric technique, and analysis of cost functionals related to contact stress distribution are included. The second part presents new concepts of shape optimization based on a fictitious domain approach. Finally, the application of the shape optimization methodology in the material design is discussed. This second edition is a fully revised and up-dated version of Finite Element Method for Optimal Shape Design. Numerous numerical examples illustrate the theoretical results, and industrial applications are given.Table of ContentsPreliminaries. Abstract Setting of the Optimal Shape Design Problem and ItsApproximation. Optimal Shape Design of Systems Governed by a Unilateral BoundaryValue State Problem the Scalar Case. Approximation of the Optimal Shape Design Problems by FiniteElements the Scalar Case. Numerical Realization of Optimal Shape Design Problems Associatedwith a Unilateral Boundary Value Problem the Scalar Case. Shape optimization in Unilateral Boundary Value Problems with a"Flux" Cost Functional. Optimal Shape Design Contact Problems the Elastic Case. Shape Optimization of Materially Non-linear Bodies inContact. Shape Optimization in Problems with Inner Obstacles. Optimum Composite Material Design. Topology Optimization in Unilateral Problems. Appendices. Bibliography. Index.

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Book SynopsisRapidly varying material and geometrical characteristics of composite materials and structures do not allow the direct study of their mechanical behavior even with the use of modern computers. This book is devoted to the mechanical design and optimization problems of composite structures, based on the previously developed asymptotic homogenization models and on the newly elaborated rigorous mathematical methods. It describes how to construct mathematically rigorous mechanical models to determine strength, stiffness, and weight minimization requirements, all important factors of design and optimization.Table of ContentsANALYSIS OF COMPOSITE MATERIALS AND STRUCTURAL MEMBERS OF A PERIODIC STRUCTURE. Asymptotic Methods in the Mechanics of Composites. Analysis of the Effective Properties of Highly Porous Composite Materials and Structures. Homogenization Models for Thin-Walled Composite Structural Members. Effective Properties of Thin-Walled Composite Structural Members. Strength Criteria for Composite Materials. DESIGN OF COMPOSITE MATERIALS AND STRUCTURAL MEMBERS. Design of Laminated Composites with Given Effective Characteristics. Design of High-Stiffness, Fibre-Reinforced Composites. Design of Composite Structural Members with Given Effective Characteristics. Smart Composite Structures. Appendices. References. Index.

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Book SynopsisBeginning with the basics of probability and an overview of stochastic process, this book goes on to explore their engineering applications: random vibration and system analysis. It addresses extreme conditions such as distribution of large vibration peaks, probabilities of exceeding certain limits, and fatigue.Table of ContentsFundamentals of Probability Calculus with Applications. The Basic Theory of Stochastic Processes. Random Excitation and Response of Simple Linear Systems. Random Excursions and Failure Probabilities. Random Excitation and Response of Multiple and Continuous Systems. Some Fundamental Stochastic Processes. Fourier Analysis and Data Processing. Earthquake Hazard and Seismic Risk Analysis. References. Index.

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Book SynopsisThis book deals with the diagnosis, prognosis and repair issues associated with concrete buildings. Since the patenting and subsequent large-scale manufacture of modern cement, in the nineteenth century, concrete has become one of the most widely used construction materials in the world. Those concerned with building pathology now need to understand problems specifically related to concrete and to identify appropriate methods of repair and remediation. This book brings together experts in the history, defect diagnosis, remediation and maintenance of concrete. It includes case studies from around the world to illustrate the various repair methods available. It will provide an invaluable guide for architects, building surveyors, structural engineers and specialist contractors as well as students of building pathology and conservation.Trade Review'The book effectively brings together relevant information on the diagnosis, prognosis, and repair of concrete buildings and structures, and should form mandatory reading for students and practitioners involved in the architectural conservation of concrete buildings and structures.' Journal of Architectural Conservation, July 2004Table of ContentsIntroduction; Key developments in the history of concrete construction and the implications for remediation and repair; Structural appraisal; Defects, damage and decay; Repairing damaged concrete; Maintenance; Concrete in the future; Repair, remediation and maintenance in practice - case studies; Appendix:useful addresses; Glossary.

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Book SynopsisThis major handbook covers the structural use of brick and blockwork. A major feature is a series of step-by-step design examples of typical elements and buildings. The book has been revised to include updates to the code of practice BS 5628:2000-2 and the 2004 version of Part A of the Building Regulations. New information on sustainability issues, innovation in masonry, health and safety issues and technical developments has been added.Trade Review‘This is essential reading for all civil structural design offices involved with masonry design and is now established as the standard work on the subject.’ – New Civil Engineer ‘This is an excellent reference … especially for sites with difficult ground conditions.’ – The Structural Engineer 'Looks crisp and with a modern style of illustration, is easy to read for a technical manual. As a full and comprehensive review of structural masonry, authoritatively written and covering most of the aspects likely to be encountered in practice, it is a hugely useful manual.' Institution of Structural Engineers 'This book is a precious gift for the consulting/ design engineers and students.' Journal of Structural EngineeringTable of ContentsChapter 1 Introduction; 1.1 Present structural forms; 1.2 Examples of structural layout suiting masonry; 1.3 Reinforced and post-tensioned masonry; 1.4 Arches and vaults; 1.5 The robustness of masonry structures; 1.6 Prefabrication; 1.7 Future tradesmen; 1.8 Engineering education; Chapter 2 Advantages & disadvantages of structural masonry; 2.1 Engineering education; 2.1.1 Cost; 2.1.2 Speed of erection; 2.1.3 Aesthetics; 2.1.4 Durability; 2.1.5 Sound insulation; 2.1.6 Thermal insulation; 2.1.7 Fire resistance and accidental damage; 2.1.8 Capital and current energy requirements; 2.1.9 Resistance to movement; 2.1.10 Repair and maintenance; 2.1.11 Ease of combination with other materials; 2.1.12 Availability of materials and labour; 2.1.13 Recyclability; 2.2 Disadvantages; 2.2.1 Lack of education in masonry; 2.2.2 Increase in obstructed area over steel and reinforced concrete; 2.2.3 Problems with some isolated details; 2.2.4 Foundations; 2.2.5 Large openings; 2.2.6 Beams and slabs; 2.2.7 Control joints; 2.2.8 Health & safety considerations; Chapter 3 Design philosophy; 3.1 Strength of material; 3.2 Exploitation of cross-section; 3.3 Exploitation of essential building elements; Chapter 4 Limit state design; Chapter 5 Basis of design (1): vertical loading; 5.1 Compressive strength of masonry; 5.2 Characteristic strength and characteristic load; 5.3 Partial safety factors for loads; 5.4 Characteristic compressive strength of masonry; 5.4.1 Brickwork; 5.4.2 Blockwork; 5.4.3 Natural stone masonry and random rubble masonry; 5.4.4 Alternative construction techniques; 5.5 Partial safety factors for material strength; 5.5.1 Manufacturing control (BS 5628, clause 27.2.1); 5.5.2 Construction control; 5.6 Slenderness ratio; 5.7 Horizontal and vertical lateral supports; 5.7.1 Methods of compliance: Walls – horizontal lateral supports; 5.7.2 Methods of compliance: Walls – vertical lateral supports; 5.8 Effective height or length: Walls; 5.9 Effective thickness of walls; 5.9.1 Solid walls; 5.9.2 Cavity walls; 5.10 Loadbearing capacity reduction factor; 5.11 Design compressive strength of a wall; 5.12 Columns; 5.12.1 Slenderness ratio: Columns; 5.12.2 Columns formed by openings; 5.12.3 Design strength; 5.12.4 Columns or walls or small plan area; 5.13 Eccentric loading; 5.14 Combined effect of slenderness and eccentricity of load; 5.14.1 Walls; 5.14.2 Columns; 5.15 Concentrated loads; Chapter 6 Basis of design (2): lateral loading – tensile and shear strength; 6.1 Direct tensile stress; 6.2 Characteristic flexural strength (tensile) of masonry; 6.2.1 Orthogonal ration; 6.3 Moments of resistance: General; 6.3.1 Moments of resistance; uncracked sections; 6.3.2 Moments of resistance; Cracked sections; 6.4 Cavity Walls; 6.4.1 Vertical twist ties; 6.4.2 Double-triangle and wire butterfly ties; 6.4.3 Selection of ties; 6.4.4 Double-lead (collar-jointed) walls; 6.4.5 Grouted cavity walls; 6.4.6 Differing orthogonal ratios; 6.5 Effective eccentricity method of design; 6.6 Arch method of design; 6.6.1 Vertical arching; 6.6.2 Vertical arching: return walls; 6.6.3 Horizontal arching; 6.7 Free-standing walls; 6.7.1 General; 6.7.2 Design bending moments; 6.7.3 Design moment of resistance; 6.8 Retaining walls; 6.9 Panel walls; 6.9.1 Limiting dimensions; 6.9.2 Design methods; 6.9.3 Design bending moment; 6.9.4 Design moments of resistance; 6.9.5 Design of ties; 6.10 Propped cantilever wall design; 6.10.1 Geometric and other sections in shear; 6.11 Eccentricity of loading in plane of wall; 6.11.1 Design of walls loaded eccentrically in the plane of the wall; 6.12 Walls subjected to shear forces; 6.12.1 Characteristic and design shear strength; 6.12.2 Resistance to shear; Chapter 7 Strapping, propping and tying of loadbearing masonry; 7.1 Structural action; 7.2 Horizontal movement; 7.3 Shear keying between wall and floors; 7.4 Holding down roofs subject to upward forces; 7.5 Areas of concern; 7.6 Other factors influencing the details of connections; 7.7 Illustrated examples of strapping and tying; 7.8 Design examples: Straps and ties for a three-storey masonry building; Chapter 8 Stability, accidental damage and progressive collapse ;8.1 Progressive collapse; 8.2 Stability; 8.3 Accidental forces (BS 5628, clause 20); 8.4 During construction; 8.5 Extent of damage; 8.6 Design for accidental damage; 8.6.1 Partial safety factors; 8.6.2 Methods (options) of checking; 8.6.3 Loadbearing elements; 8.6.4 Protected member; 8.6.5 General notes; Chapter 9 Structural elements and forms; 9.1 Single-leaf walls; 9.2 Double-leaf collar-jointed walls; 9.3 Double-leaf cavity walls; 9.4 Double-leaf grouted cavity walls; 9.5 Faced walls; 9.6 Veneered walls; 9.7 Walls with improved section modulus; 9.7.1 Chevron or zig-zag walls; 9.7.2 Diaphragm walls; 9.7.3 Mass filled diaphragms; 9.7.4 Piered walls; 9.7.5 Fin walls; 9.8 Reinforced walls; 9.9 Post-tensioned walls; 9.10 Columns; 9.11 Arches; 9.12 Circular and elliptical tube construction; 9.13 Composite construction; 9.14 Horizontally reinforced masonry; 9.15 Chimneys; 9.16 Crosswall construction; 9.17 Cellular construction; 9.18 Column and plate floor construction; 9.19 Combined forms of construction; 9.20 Diaphragm wall and plate roof construction; 9.21 Fin wall and plate roof construction; 9.22 Miscellaneous wall and plate roof construction; 9.23 Spine wall construction; 9.24 Arch and buttressed construction; 9.25 Compression tube construction; Chapter 10 Design of masonry elements (1): Vertically loaded; 10.1 Principle of design; 10.2 Estimation of element size required; 10.3 Sequence of design; 10.4 Design of solid walls; 10.5 Design of cavity walls; 10.5.1 Ungrouted cavity walls; 10.5.2 Grouted cavity walls; 10.5.3 Double-leaf (or collar-jointed) walls; 10.6 Design of walls with stiffening piers; 10.7 Masonry columns; 10.8 Diaphragm walls; 10.9 Concentrated loads; Chapter 11 Design of masonry elements (2): Combined bending and axial loading; 11.1 Method of design; Chapter 12 Design of single-storey buildings; 12.1 Design considerations; 12.2 Design procedure; Chapter 13 Fin and diaphragm walls in tall single-storey buildings; 13.1 Comparison of fin and diaphragm walls; 13.2 Design and construction details; 13.3 Architectural design and detailing; 13.3.1 Services; 13.3.2 Sound and thermal insulation; 13.3.3 Damp proof courses and membranes; 13.3.4 Cavity cleaning; 13.4 Structural detailing; 13.4.1 Foundations; 13.4.2 Joints; 13.4.3 Wall opening; 13.4.4 Construction of capping beam; 13.4.5 Temporary propping and scaffolding; 13.5 Structural design: General; 13.5.1 Design principles: Propped cantilever; 13.5.2 Calculate design loadings; 13.5.3 Consider levels of critical stresses; 13.5.4 Design bending moments; 13.5.5 Stability moment of resistance; 13.5.6 Shear lag; 13.5.7 Principal tensile stress; 13.6 Design symbols: Fin and diaphragm walls; 13.7 Fin walls: Structural design considerations; 13.7.1 Interaction between leaves; 13.7.2 Spacing of fins; 13.7.3 Size of fins; 13.7.4 Effective section and trial section; 13.8 Example 1: fin wall; 13.8.1 Design problem; 13.8.2 Design approach; 13.8.3 Characteristic loads; 13.8.4 Design loads; 13.8.5 Design cases (as shown in figure 13.42); 13.8.6 Deflection of roof wind girder; 13.8.7 Effective flange width for T profile; 13.8.8 Spacing of fins; 13.8.9 Trial section; 13.8.10 Consider propped cantilever action; 13.8.11 Stability moment of resistance; 13.8.12 Allowable flexural compressive stresses; 13.8.13 Calculate MRs and compare with Mb; 13.8.14 Bending moment diagrams; 13.8.15 Consider stresses at level Mw; 13.8.16 Design flexural stress at Mw levels; 13.8.17 Consider fins and deflected roof prop; 13.9 Diaphragm wall: Structural design considerations; 13.9.1 Determination of rib centres, Br; 13.9.2 Depth of diaphragm wall and properties of sections; 13.9.3 Shear stress coefficient, K1; 13.9.4 Trial section coefficients, K2 and Z; 13.10 Example 2: Diaphragm wall; 13.10.1 Design problem; 13.10.2 Characteristic and design loads; 13.10.3 Select trial section; 13.10.4 Determine wind and moment MRs at base; 13.10.5 Consider the stress at level Mw; 13.10.6 Consider diaphragm with deflected roof prop; 13.10.7 Calculate the shear stress; 13.10.8 Stability of transverse shear walls; 13.10.9 Summary; 13.11 Other applications; Chapter 14 Design of multi-storey structures; 14.1 Structural forms; 14.1.1 Stability; 14.1.2 External walls; 14.1.3 Provision for services; 14.1.4 Movement joints; 14.1.5 Vertical alignment of loadbearing walls; 14.1.6 Foundations; 14.1.7 Flexibility; 14.1.8 Concrete roof slab/loadbearing wall connections; 14.1.9 Accidental damage; 14.1.10 Choice of brick, block and mortar strengths; 14.2 Crosswall construction; 14.2.1 Stability; 14.2.2 External cladding panel walls; 14.2.3 Design for wind; 14.2.4 Openings in walls; 14.2.5 Typical applications; 14.2.6 Elevational treatment of crosswall structures; 14.2.7 Podiums; 14.3 Spine construction; 14.3.1 Lateral stability; 14.3.2 Accidental damage; 14.4 Cellular construction; 14.4.1 Comparison with crosswall construction; 14.4.2 Envelope (cladding) area; 14.4.3 Robustness; 14.4.4 Flexibility; 14.4.5 Height of structure; 14.4.6 Masonry stresses; 14.4.7 Foundations; 14.5 Column structures; 14.5.1 Advantages; 14.5.2 Cross-sectional shape; 14.5.3 Size; 14.6 Design procedure; 14.7 Example 1: Hotel bedrooms, six floors; 14.7.1 Characteristic loads; 14.7.2 Design of internal crosswalls; 14.7.3 Partial safety factor for material strength (table 4, BS 5628 – see table 5.11); 14.7.4 Choice of brick in the two design cases, at ground floor level; 14.7.5 Choice of brick in the two design cases, at third flood level; 14.7.6 Design of gable cavity walls to resist lateral loads due to wind; 14.7.7 Uplift on roof; 14.7.8 Design of wall; 14.7.9 Calculation of design wall moment; 14.7.10 Resistance moment of wall (figure 14.46); 14.7.11 Overall stability check; 14.7.12 Eccentricity of loading; 14.7.13 Accidental damage; 14.8 Example 2: four-storey school building; 14.8.1 Characteristic loads; 14.8.2 Design of wall at ground floor level; 14.9 Example 3: four-storey office block; 14.9.1 Column structure for four-storey office block; 14.9.2 Characteristic loads; 14.9.3 Design of brick columns; 14.9.4 Loading on column P; Chapter 15 Reinforced and post tensioned masonry; 15.1 General; 15.1.1 Design theory; 15.1.2 Comparison with concrete; 15.1.3 Applications; 15.1.4 Prestressing; 15.1.5 Methods of reinforcing walls; 15.1.6 Composite construction; 15.1.7 Economics; 15.1.8 Corrosion of reinforcement and prestressing steel; 15.1.9 Cover to reinforcement and prestressing steel; 15.1.10 Cover; 15.2 Choice of system; 15.3 Design of reinforced brickwork; 15.3.1 Partial factors of safety; 15.3.2 Strength of materials; 15.3.3 Design for bending: reinforced masonry; 15.3.4 Lateral stability of beams; 15.3.5 Design formula for bending: moments of resistance for reinforced masonry; 15.3.5.1 Walls with reinforcement concentrated locally, such as pocket type and similar walls; 15.3.5.2 Locally reinforced hollow blockwork; 15.3.6 Design formula: shear stress; 15.3.7 Shear reinforcement; 15.3.8 Design formula: local bond; 15.3.9 Characteristic anchorage bond strength fb; 15.3.10 Design for axial loading; 15.4 Example 1: Design of reinforced brick beam; 15.5 Example 2: Alternative design for reinforced brick beam; 15.6 Example 3: Reinforced brick retaining wall; 15.7 Example 4: Column design; 15.8 Design for post-tensioned brickwork; 15.8.1 General; 15.8.2 Post-tensioned masonry: design for flexure; 15.8.3 Design strengths; 15.8.4 Steel stresses; 15.8.5 Asymmetrical sections; 15.8.6 Losses of post-tensioning force; 15.8.7 Bearing stresses; 15.8.8 Deflection; 15.8.9 Partial safety factor on post-tensioning force; 15.9 Example 5: High cavity wall with wind loading; 15.9.1 Capacity reduction factor, b; 15.9.2 Characteristic strengths; 15.9.3 Design strengths (after losses); 15.9.4 Section modulus of wall; 15.9.5 Design method; 15.9.6 Calculation of required post-tensioning force; 15.9.7 Consider compressive stresses: after losses; 15.9.8 Consider compressive stresses: before losses; 15.9.9 Design of post-tensioning rods; 15.10 Example 6: Post-tensioned fin wall; 15.10.1 Design procedure; 15.10.2 Design post-tensioning force and eccentricity; 15.10.3 Characteristic strengths; 15.10.4 Loadings; 15.10.5 Design bending moments; 15.10.6 Theoretical flexural tensile stresses; 15.10.7 Calculations of P and e; 15.10.8 Spread of post-tensioning force; 15.10.9 Characteristic post-tensioning force Pk; 15.10.10 Capacity reduction factors, â; 15.10.11 Check combined compressive stresses; 15.10.12 Design flexural compressive strengths of wall: after losses; 15.10.13 Check overall stability of wall; 15.11 Example 7: Post-tensioned, brick diaphragm, retaining wall; 15.11.1 Design procedure; 15.11.2 Design loads; 15.11.3 Trial section; 15.11.4 Calculate theoretical flexural tensile stresses; 15.11.5 Minimum required post-tensioning force based on bending stresses; 15.11.6 Characteristic post-tensioning force Pk; 15.11.7 Capacity reduction factors; 15.11.8 Check combined compressive stresses; 15.11.9 Check shear between leaf and cross-rib; 15.11.10 Design of post-tensioning rods; Chapter 16 Arches; 16.1 General design; 16.1.1 Linear arch; 16.1.2 Trial sections; 16.1.3 Mathematical analysis; 16.2 Design procedures; 16.3 Design examples; 16.3.1 Example 1: Footbridge arch; 16.3.2 Example 2: Segmental arch carrying traffic loading; 16.3.3 Example 3: Repeat example 2 using a pointed arch; Appendix 1 Materials; Appendix 2 Components; Appendix 3 Movement joints; Appendix 4 Provision for services

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Book SynopsisBrings together details on slope stability, causes of landslides, landslide prevention, several techniques for assessing and predicting stability, various methods for stabilising slopes, and the special considerations for coastal situations.Table of ContentsMechanics Isle of Wight Coastal Stability Remedial Measures

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Book SynopsisWith over 80 illustrations, Engineering a Cathedral is not only relevant to Durham, it is relevant to all other medieval buildings, those who care for them and those who simply stand and wonder.

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Book SynopsisThis volume presents the proceedings of the first major international conference for over twenty years on the state-of-the-art of ground anchorage technology. Practical issues relating to construction and installation of anchorages are considered in a series of examples of engineering projects from around the world.Table of ContentsTheory and design Construction Long term performance Current research Standards of practice Discussion

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Book SynopsisThe second edition of this book provides structural engineers with a concise introduction to the architectural, structural and technological aspects of cable roofs, and supplies sufficient information for engineers to carry out their own designs. The improved methods for generating wind and earthquake histories have been included.Table of ContentsPreface to the second edition Preface to the first edition Structural systems The nature and statistcal properties of wind The nature and statistical properties fo earthquakes Generation of wind and earthquake histories Freely hanging cables Static analysis of cable structures Dynamic analysis of weakly nonlinear cable roof structures: frequency domain analysis Dynamic analysis of nonlinear cable structures: time domain analysis Damping ratios and damping matrices Cables and terminals Tension anchors Cable beams and cable grids Cable net roofs Design considerations Index

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Book SynopsisThis is the first in-depth book to present all instances and applications of space frames in various engineering schemes. It uses case studies and numerous illustrations to examine steel space frames from their design to their structural engineering performance.Table of ContentsForeword Preface About the CD-ROM Introduction to space frames Structural design of space frame components Preliminary design Double-layer flat space frames Time-and labour-saving aids for pre-and post-processing tasks Space trusses for long spans Braced barrel vaults Braced domes Optimization techniques Stability checks Index

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Book SynopsisConstruction time constraints are partly responsible for the increasingly prevalent use of structural steel. This manual looks at the various aspects of steel construction. It covers the full scope of structural steelwork detailing, including fundamentals, draughting practice and conventions, and conventional methods of detailing components.Table of ContentsAcknowledgements Metric conversions Definitions Introduction to codes List of comparative symbols Introduction Structural steel Draughting practice for detailers Bolts and bolted joints Welding Design detailing of major steel components Steel buildings - case studies Steel bridges - case studies Appendix. Section properties Bibliography British Standards and other standards ASTM Standards

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Book SynopsisStructural Analysis with Finite Elements reveals the theory behind the finite element (FE) method as it relates to structural engineering and explains how to overcome commonly encountered problems and errors found in everyday structural modelling with finite element software.Table of ContentsIntroduction Overview Elasticity: Special Formulations The Finite Element Assembly Actions Constraints Solving and Stress Recovery Error Assessment Structural Problems The Most Common Finite Elements Problems in Modelling The Problem of Checking Appendices References and Index

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Book SynopsisPromoting and underlining the importance of structural thinking, Structural Systems: Behaviour and Design will provide readers with a comprehensive understanding of the behaviour of a wide range of structural systems based on the load-carrying mechanisms involved.Table of ContentsIntroductory concepts The use of equilibrium in finding the state of stress and deformation (statically determinate structures) The handling of deformations for determining the stress state in framed structures (statically indeterminate structures) Simply supported beams Continuous beams Frames The influence of deformations on the state of stress. Elastic stability Arches Cable structures

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Book SynopsisPromoting and underlining the importance of structural thinking, Structural Systems: Behaviour and Design will provide readers with a comprehensive understanding of the behaviour of a wide range of structural systems based on the load-carrying mechanisms involved.Table of Contents* Grids * Plates * Shells * Thin-walled beams * Box girders * Lateral response of multi-storey systems * Dynamic behaviour of discrete mass systems * Supporting the structure on the ground

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Book SynopsisThis is the only guide to the principles for development, design, implementation and management of monitoring systems employed to manage risks in underground construction for clients, project managers, designers, contractors and asset owners.Trade ReviewThe BTS is a learned society of the British Institution of Civil Engineers (ICE) and has a membership of more than 900 individual and corporate members. It is one of the most vibrant gatherings of professional tunnellers in the world.Table of ContentsExecutive Summary 1. Introduction 2. Objectives of monitoring 3. Principles for planning of effective monitoring systems 4. Considerations for design of effective monitoring systems 5. Considerations for operation & management 6. Conclusions and recommendations Appendix A: Monitoring system specification checklist Appendix B: Bibliography Appendix C: Glossary Appendix D: Monitoring System Risks Appendix E: Monitoring system risks Appendix F: Monitoring report example

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Book SynopsisDrawing on the latest research and the extensive experience of the authors, this book is the first to span the spectrum of state-of-the-art knowledge in tunnel fire safety science and engineering.Table of ContentsSECTION 1 - Real tunnel fires SECTION 2 - Prevention and protection SECTION 3 - Tunnel fire dynamics SECTION 4 - Fire safety management and human factors SECTION 5 - Emergency procedure SECTION 6 - Tunnel fire safety decision making SECTION 7 - Special topics

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Book SynopsisThe structural engineer's essential practical guide to the computational design of concrete structures.Table of ContentsPreface About the author Notations General 1.1. Introduction to FEM 1.2. General problems of numerical analysis of concrete structures Truss and beam structures 2.1. Corners in frame structures - rigid regions 2.2. Beams with variable depth - inclined haunches 2.3. Beams with halving joints and openings 2.4. Soft supports - elastic bedding 2.5. Shear walls with large openings 2.6. Bracing of high-rise buildings 2.7. Design of hollow box girder bridges 2.8. Truss system - design of T-beam bridges 2.9. Support conditions 2.10. Dimensioning of reinforced beams 2.11. Material nonlinear analysis of truss and beam systems Shear walls and deep beams 3.1. Estimation of stress resultants of deep beams 3.2. Modelling the support condition 3.3. Dimensioning of deep beams 3.4. Strut-and-tie models 3.5. Singularities Slabs 4.1. General 4.2. Meshing - size of elements 4.3. Material parameters - Poisson's ratio 4.4. Support conditions for slabs 4.5. One-way slab 4.6. Slabs that can lift from the supports 4.7. Discontinuous line support 4.8. Concrete joist floors 4.9. Flat slabs 4.10. Foundation slabs 4.11. Skewed slabs 4.12. Singularities 4.13. Discretisation - generation of the element mesh 4.14. Dimensioning of spatial structures 4.15. Comparison with analytical methods and tables Shell structures 5.1. Mesh generation 5.2. T-beams 5.3. Slab-on-beam structure 5.4. Composite structures 5.5. Singularities 5.6. Material nonlinear analysis of shells and massive members Three-dimensional building models 6.1. General problems 6.2. FE modelling of a building 6.3. Design of a building 6.4. Portal frame bridge 6.5. Checking and documentation of FE analyses 6.6. The power of FE analysis 6.7. Summary and conclusions References Index

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Book SynopsisStadium and Arena Design recognises the importance of the multidisciplinary approach required to design, build and run modern, international stadiums. Bringing together a broad range of knowledge from specialists in each of the key areas of stadium and arena design, this book provides up-to-date, practical guidance for professionals in the field, researchers and students.Building on the success of the award-winning Stadium Engineering, this second edition has been fully updated for the contemporary demands of the sporting facilities industry. Stadium and Arena Design begins with a tour through the evolution of stadium design from the Eighth Century BC to present-day achievements in sporting arenas, including the Olympics and the FIFA World Cup. Coverage includes in-depth analysis and explanation of all aspects of design and construction, from site appraisal and material technologies to crowd circulation and signage. New and updated chapters to tTable of ContentsI. PAST, PRESENT AND FUTURE Evolution of Stadium and Arena Engineering Integrating Stadium Developments into Existing Urban Environments Symbiosis and Advanced Technologies II. SPECIALIST SKILLS Stadium Site Appraisal Stadium Circulation: Transport planning and crowd control Engineering Secure Stadia Blast Engineering in Stadia Stadium Fire Safety Design Stadium Signage Dynamics of Stadium Structures Stadium Acoustics Stadium Refurbishment, Investigation and Repair III. ELEMENTS OF CONSTRUCTION Visualisation and Design Tools in Stadium Development Concrete Technology in Stadia Development Formwork for Precast/Prestressed Stadium Components Steel in Stadium Engineering Facade Engineering Lightweight Structures IV. CASE STUDIES Case study: American Express Community Stadium, Brighton, UK Case study: London Olympic Stadium, UK Case study: Beijing Olympic Stadium URLs Case study: Marlin's Park retractable roof, Miami Case study: Velociudad Speedcity Circuit Case Study: West Haymarket Arena, Nebraska Case study: Pune International Cricket Stadium

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Book SynopsisStructural Analysis offers well-explained worked solutions which complement the discussed theory, allowing students to understand the logic behind the solution. This book covers the full breadth of this core topic including detailed chapter on Finite Element Analysis.Table of ContentsChapter 1. Introduction Chapter 2. Statistically determinant structures Chapter 3. Statistically indeterminant structures Chapter 4. Understanding structural behaviours Chapter 5. Finite Element Analysis 6. Advanced topics

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Book SynopsisThis book is essential reading for the client, stakeholders, contractors and other practitioners dealing with large projects and programmes in the construction industry worldwide.

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Book SynopsisThis book comprehensively covers the theories governing the membrane and bending behaviour of thin elastic shells. Through a detailed examination of the mathematical solutions, the treatment reveals important insights on the mechanics of the shell, allowing the designer to make more informed choices.

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Book SynopsisBlast Effects on Buildings showcases the latest practical guidance on designing buildings to optimise their resilience to blast loading. Focused specifically on the design of commercial buildings, it is an indispensable guide to help engineers reduce the risks posed to building occupants and businesses from terrorist attacks and other explosions.Trade Reviewhis edition is a fine update of a well-known, authoritative introduction to engineering buildings to resist blast effects. Notable is its coverage of underwater explosions and response of concrete-steel sandwich panels, subjects not normally found in comparable books. In addition to providing several empirical approaches for blast pressure determination, this edition also includes a useful introduction to sophisticated computational fluid dynamics for blast effects analyses. Further, the coverage of critical glazing design is much more advanced than is found in comparable books. I recommend this book as a comprehensive introduction to blast resistant design. -- Donald O. Dusenberry, Consulting Principal at Simpson Gumpertz & HegerThe first two editions of “Blast Effects on Buildings” seamlessly complemented the ASCE publications “Blast Protection of Buildings” and “Structural Design for Physical Security” with practical applications of protective design methods to practical design scenarios. I was therefore pleased to see the recently published third edition expand upon the excellent guidance and commentary for several important topics. Among these topics are much needed guidance on the limitations of simplified Single Degree of Freedom methods for blast analysis and a discussion of near field response. Additional information is provided for steelwork and concrete reinforcement detailing, glass resistance functions and façade framing design. Additional guidance is provided for both tie force and alternate load path methods to prevent disproportional collapse and information is provided to mitigate hostile vehicle impact. This third edition very concisely represents the current state of the practice. Since ASCE will soon offer new editions to both their publications on blast resistant protective design, it is only fitting that “Blast Effects on Buildings” was similarly updated. -- Robert Smilowitz, PhD, P.E., Senior Principal, Thornton Tomasetti, Inc.

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Book SynopsisThe purpose of this guide is to consolidate a generic methodology for the design and implementation of WSNs for monitoring civil engineering infrastructure, coupled with best practice for data management and information valuation.

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Book SynopsisUpdate to reflect the latest piling techniques and procurement methods used in the geotechnical sector, this edition is the UK’s pre-eminent technical specification for piling and embedded walling works, either on land or near to shore.

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Book SynopsisProgressive Collapse of Structures, Second edition provides structural engineers with the practical and systematic frameworks they need to anticipate the risk of progressive and/or disproportionate collapse, and to apply this knowledge to the design of new structures as well as the retrofit design of existing structures.With design codes becoming more stringent in their collapse resistance requirements, there is an increased demand for guidance. This new edition addresses this demand by explaining progressive collapse as it occurs in different kinds of structures, as well as outlining both code provisions and general methods for providing resistance against disproportionate collapse.Progressive Collapse of Structures, Second edition: offers a comprehensive, straightforward introduction to the topic catalogues and describes in detail the different types of progressive collapse includes a new chapter outlining and discussing the current U

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Book SynopsisTension Structures, Second edition delivers a unique coverage of the topic of tension structures ranging from a variety of pre-stressed cable net and fabric roofing forms to suspension bridge cables. The emphasis is on finding minimum energy forms of these structures by analogy to nature.

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Book SynopsisTemporary Works: Principles of design and construction provides authoritative and comprehensive guidance on temporary works for practising engineers.

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Book SynopsisConceptual Structural Design engineers addresses a topic that lies on the intersection of architecture and structural engineering. Within a building project, conceptual structural design and how successfully it has been dealt with, impacts both building performance as well as building appearance.Trade ReviewThe book presents a convincing and thorough reflection on the relationship between the Engineer and the Architect, proposing collaboration from the initial concept. It argues this is needed now more than ever due to the increasing complexity of buildings and climate change demanding greater performance and responsibility from the built environment. Architects and Engineers often start from differing positions. The architect with the form, the engineer with the component. The book bridges this gap. -- Professor Remo Pedreschi BSc, PhD, MICE CEng, Chair of Architectural Technology, University of Edinburgh, UK

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Book SynopsisThrough case studies from North America, Europe and Asia, Empirical Design in Structural Engineering shows that empirical design is practised much more widely than is generally understood,that it can make a valuable contribution to structural engineering design, and can be found embedded within the procedures of rational engineering design.Table of ContentsChapter 1. Introduction Chapter 2. Philosophical Empiricism and Rationalism Chapter 3. Engineering Empiricism and Rationalism Chapter 4. Purely Empirical Builders and Their Products Chapter 5. An empiricist review of contemporary building codes Chapter 6. Ethical issues in the application of empirical design Chapter 7. Case study I. The application of empirical design to engineering for historic preservation Chapter 8. Case study II. Forensic Engineering Chapter 9. Case study III. Design of a wood frame building by empirical rules and justification Chapter 10. Case study IV. Design of a reinforced concrete foundation by empirical rules and justification Chapter 11. Further Contemporary Uses of Empirical Design Chapter 12. Conclusions

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Book SynopsisFully updated, this new edition of Sustainable Infrastructure: Principles into practice is an essential practical handbook to help engineers deliver sustainable outcomes.

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Book SynopsisThis practical guide to the assessment and repair of historic buildings is invaluable for structural engineers, architects, surveyors and builders working in all aspects of building conservation. Taking a practical step-by-step approach, the authors discuss the appraisal of buildings and the differences in structural behaviour between new and existing structures. Each stage in the appraisal is explained, using examples from the authors'' own work. Each major construction material is assessed in detail, with separate sections on masonry, concrete, timber and the particularly complex issues of iron and steel framed buildings. Techniques for testing the ability of a building to continue its existing use or to be converted to a new use are explained.Trade ReviewThis book is essentially practical, giving valuable advice on procedures and inspections and reporting in subsequent chapters..it takes a great deal of thought to find simple and eleegant solutions to complex problems but Beckmann has shown it can be done.Sir Bernard FeildenStrongly recommended for practicing engineers, architects, contractors, historical preservation societies; and university library collections supporting architecture and engineering curricula. - E-STREAMS Vol. 8, No. 8 - August 2005Table of Contents· Foreword - Bernard Feilden· Structural Behaviour - Basic Principles· Aims, Process And Philosophy Of Structural Appraisal· Procedures Of Structural Appraisal· Masonry· Timber· Iron And Steel· Concrete And Reinforced Concrete· Foundations· Temporary Works And Sequencing The Operations· Epilogue: Maintenance· Suggested Further Reading· Appendix: Weights And Measures: Approximate Conversions

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Book SynopsisExplains and demonstrates the methods of probabilistic site characterization using soil data obtained at one or more National Geotechnical Experimentation Sites (NGES). This publication covers statistical estimation procedures based on homogenous random field theory, with as parameters the mean, coefficient of variation and scale of fluctuation.

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Book SynopsisAddresses engineering requirements for lift-slab construction and presents recommendations to engineers, architects, and lift-slab contractors for its safe use. Included are: concepts and details of various lift-slab systems; theories on the cause of the L' ambiance plaza collapse; discussions on other failures and problems; and more.

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Book SynopsisProvides guidelines for the design of urban stormwater systems, covering topics such as site analysis, system configuration, hydrology, hydraulic design, nonstructural considerations, structural design, and materials. This title also presents guidelines for the installation of urban stormwater systems.

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Book SynopsisDocuments the practices related to bracing cold-formed steel structure elements and systems. This report seeks to remove some of the perceived mystery by providing useful information for bracing these structures. It also contains design examples illustrating bracing design for various types of cold-formed steel structures.

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Book SynopsisProvides technical information on the design of utility pole structures. This manual demonstrates how poles differing in material can be designed to equivalent reliability levels, provides means for quantifying adjusting reliability, and offers design incentives for reliable poles. It is useful for pole manufacturers and transmission engineers.

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