Contributors |
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xv | |
Preface |
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xix | |
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Chapter 1 Structural Loads |
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1 | (60) |
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1 | (1) |
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1 | (1) |
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1 | (6) |
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7 | (1) |
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8 | (1) |
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9 | (11) |
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20 | (29) |
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49 | (1) |
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1.9 Flood and Tsunami Loads |
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49 | (8) |
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57 | (3) |
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60 | (1) |
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Chapter 2 Structural Analysis |
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61 | (1) |
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PART A FUNDAMENTALS AND APPLICATIONS TO STRUCTURAL FRAMEWORKS |
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61 | (30) |
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61 | (1) |
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2.2 Fundamentals of Analysis |
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61 | (2) |
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63 | (4) |
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2.4 Analysis of Statically Determinate Structures |
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67 | (5) |
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2.5 Analysis of Statically Indeterminate Structures |
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72 | (2) |
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74 | (3) |
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77 | (14) |
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PART B ARCHES AND RIGID FRAMES |
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91 | (74) |
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91 | (2) |
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93 | (1) |
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94 | (7) |
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101 | (10) |
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111 | (1) |
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2.13 Construction and Details |
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112 | (4) |
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116 | (3) |
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Chapter 3 The Finite-Element Method |
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119 | (14) |
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3.1 Overview of Theory of Finite-Element Analysis |
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119 | (3) |
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3.2 Outline of Steps in a Finite-Element Analysis |
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122 | (1) |
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3.3 Types of Structural and Mechanical Analyses |
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122 | (2) |
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124 | (1) |
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125 | (1) |
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3.6 Applying Loads and Displacement Boundary Conditions |
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126 | (1) |
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3.7 Material Models and Other Properties |
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126 | (1) |
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3.8 Solving the Quasi-Static Problem |
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126 | (1) |
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3.9 Postprocessing---Solving for Strain, Stress, and Other Quantities |
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126 | (1) |
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3.10 Dynamic Finite-Element Analysis |
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126 | (2) |
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3.11 Nonlinear Finite-Element Analysis |
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128 | (1) |
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3.12 Verification and Validation |
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128 | (1) |
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3.13 Issues and Pitfalls in Finite-Element Analysis |
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128 | (2) |
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3.14 Introduction to Finite Elements for Thermal, Thermomechanical, and Other Problems |
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130 | (1) |
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131 | (2) |
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Chapter 4 Computer Applications In Structural Engineering |
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133 | (12) |
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133 | (1) |
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4.2 Computer Structural Analysis Simulation |
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133 | (2) |
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4.3 Structural Finite Elements |
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135 | (4) |
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139 | (3) |
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4.5 Verifying Analysis Results |
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142 | (1) |
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4.6 Building Information Modeling and Interoperability |
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142 | (1) |
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143 | (1) |
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143 | (2) |
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Chapter 5 Earthquake-Resistant Design |
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145 | (20) |
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145 | (1) |
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5.2 Nature of Earthquake Motion |
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145 | (1) |
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146 | (1) |
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5.4 Seismic Design Requirements of the 2018IBC/ASCE 7-16 |
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147 | (15) |
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162 | (3) |
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Chapter 6 Fracture And Fatigue |
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165 | (1) |
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PART A CONCRETE AND COMPOSITES |
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165 | (10) |
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6.1 Introduction to Quasibrittle Fracture |
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165 | (1) |
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166 | (3) |
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6.3 Fiber-Reinforced Composites |
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169 | (4) |
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173 | (2) |
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175 | (262) |
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6.4 Fracture of Structural Steels |
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175 | (7) |
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6.5 Fatigue of Structural Steels |
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182 | (11) |
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193 | (2) |
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Chapter 7 Soil Mechanics And Foundations |
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195 | (30) |
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195 | (4) |
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7.2 Shallow Foundation Analyses |
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199 | (5) |
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204 | (6) |
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210 | (8) |
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218 | (1) |
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219 | (2) |
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221 | (1) |
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221 | (4) |
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Chapter 8 Design Of Structural Steel Members |
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225 | (80) |
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8.1 Design of Steel and Composite Members |
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225 | (39) |
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8.2 Seismic Design of Steel Members in Moment and Braced Frames |
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264 | (39) |
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303 | (1) |
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303 | (2) |
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Chapter 9 Design Of Cold-Formed Steel Structural Members |
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305 | (16) |
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9.1 Shapes and Applications |
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305 | (1) |
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306 | (2) |
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308 | (1) |
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9.4 Member Design Methodology |
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309 | (2) |
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9.5 Structural Stability in Determining Member Forces |
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311 | (1) |
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311 | (4) |
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9.7 Assemblies and Systems |
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315 | (2) |
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317 | (3) |
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320 | (1) |
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Chapter 10 Aluminum Structural Design |
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321 | (12) |
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321 | (1) |
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322 | (1) |
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10.3 Determining Required Forces |
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322 | (1) |
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323 | (1) |
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324 | (1) |
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325 | (1) |
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326 | (2) |
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328 | (1) |
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328 | (3) |
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331 | (1) |
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10.11 Fabrication and Erection |
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331 | (1) |
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331 | (1) |
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331 | (2) |
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Chapter 11 Design Of Reinforced-Concrete Structural Members |
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333 | (36) |
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333 | (1) |
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333 | (1) |
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11.3 Specifications, Codes, and Standards |
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334 | (1) |
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11.4 General Requirements for Strength and Serviceability |
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334 | (4) |
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11.5 General Principles of the Strength Design Method |
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338 | (1) |
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11.6 General Principles and Requirements |
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339 | (1) |
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11.7 One-Way Slabs, Two-Way Slabs, and Beams |
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340 | (12) |
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352 | (2) |
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354 | (1) |
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11.10 Members Subjected to Flexure and Axial Load |
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354 | (2) |
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356 | (4) |
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360 | (5) |
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11.13 Two-Way Slab Systems |
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365 | (2) |
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367 | (1) |
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368 | (1) |
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Chapter 12 Design Of Prestressed-Concrete Structural Members |
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369 | (30) |
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369 | (1) |
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370 | (1) |
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371 | (3) |
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374 | (6) |
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380 | (6) |
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12.5 Design for Shear, Bond, and Bearing |
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386 | (3) |
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12.6 Design of Continuous Beam |
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389 | (4) |
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393 | (3) |
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12.8 Design for Seismic Loads |
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396 | (1) |
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397 | (2) |
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Chapter 13 Masonry Construction |
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399 | (12) |
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399 | (1) |
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400 | (1) |
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401 | (1) |
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13.3 Unreinforced Masonry |
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402 | (1) |
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403 | (4) |
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407 | (2) |
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13.6 Specifying Masonry and Testing Masonry |
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409 | (1) |
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409 | (1) |
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410 | (1) |
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Chapter 14 Timber Structures |
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411 | (26) |
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14.1 Wood as an Engineering Material |
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411 | (2) |
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14.2 Allowable Stress Design (ASD) vs. Load and Resistance Factor Design (LRFD) |
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413 | (1) |
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14.3 Structural Wood Products |
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413 | (9) |
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422 | (3) |
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425 | (5) |
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14.6 Lateral Load Resistance |
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430 | (5) |
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435 | (2) |
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Chapter 15 Bridge Engineering |
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437 | (1) |
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PART A STEEL AND CONCRETE BRIDGES |
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437 | (71) |
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437 | (1) |
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437 | (16) |
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453 | (6) |
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15.4 Bearing and Expansion Details |
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459 | (3) |
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15.5 Beam and Plate-Girder Bridges |
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462 | (7) |
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469 | (1) |
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470 | (1) |
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471 | (2) |
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473 | (10) |
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483 | (10) |
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15.11 Prestressed-Concrete Bridges |
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493 | (12) |
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505 | (1) |
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15.13 Administration of a Bridge System |
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506 | (1) |
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507 | (1) |
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PART B STEEL BOX-GIRDER BRIDGES |
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508 | (6) |
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508 | (1) |
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509 | (1) |
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15.16 Limit States and Combinations |
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509 | (2) |
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15.17 Analysis of Box Girders |
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511 | (1) |
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15.18 Design of Box-Section Members |
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512 | (1) |
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15.19 Internal Element Design |
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512 | (1) |
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512 | (1) |
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513 | (1) |
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PART C CURVED STEEL I-GIRDER BRIDGES |
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514 | (11) |
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514 | (1) |
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15.22 Design Considerations |
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514 | (3) |
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15.23 Curved Girder Mechanics |
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517 | (7) |
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524 | (1) |
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PART D CURVED STEEL BOX-GIRDER BRIDGES |
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525 | (7) |
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525 | (1) |
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15.25 Design Considerations |
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526 | (3) |
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15.26 Box-Girder Mechanics |
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529 | (2) |
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531 | (1) |
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PART E CURVED CONCRETE BOX-GIRDER BRIDGES |
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532 | (269) |
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532 | (1) |
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15.28 Concrete Box-Girder Bridge Types |
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532 | (1) |
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15.29 Significance of Structural Configuration and Details |
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533 | (2) |
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535 | (4) |
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15.31 Design Considerations |
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539 | (8) |
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547 | (2) |
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Chapter 16 Railroad Bridge Design |
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549 | (10) |
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549 | (1) |
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16.2 General Requirements |
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549 | (1) |
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549 | (1) |
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550 | (1) |
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551 | (1) |
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552 | (5) |
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557 | (2) |
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Chapter 17 Industrial Buildings |
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559 | (16) |
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17.1 Planning Industrial Buildings |
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559 | (4) |
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17.2 Code Requirements and Industrial Loads |
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563 | (3) |
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566 | (7) |
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573 | (2) |
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Chapter 18 Tall Buildings |
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575 | (28) |
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18.1 Definition of Tall Building |
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575 | (1) |
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18.2 General Design Considerations |
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575 | (1) |
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18.3 Structural Design Considerations |
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576 | (1) |
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18.4 Serviceability Considerations |
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577 | (1) |
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18.5 Structural Systems for Tall Buildings |
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577 | (2) |
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18.6 System Conceptualization |
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579 | (2) |
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18.7 System Parameters and Choices |
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581 | (10) |
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18.8 Analysis Parameters and Techniques |
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591 | (4) |
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18.9 Performance-Based Design for Wind |
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595 | (4) |
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18.10 Performance-Based Design for Seismic |
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599 | (1) |
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18.11 Creep and Shrinkage |
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600 | (1) |
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18.12 High-Rise Building Glossary |
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601 | (1) |
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601 | (1) |
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601 | (1) |
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601 | (2) |
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Chapter 19 Thin-Shell Concrete Structures |
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603 | (48) |
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19.1 Introduction and Historical Overview |
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603 | (6) |
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609 | (4) |
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613 | (13) |
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19.4 Cylindrical Barrel Shells |
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626 | (6) |
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632 | (6) |
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19.6 Translation Shells of Double Curvature |
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638 | (9) |
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647 | (1) |
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19.8 Stability and Safety |
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647 | (2) |
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649 | (1) |
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649 | (1) |
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649 | (2) |
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Chapter 20 Cable-Supported Roofs |
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651 | (12) |
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651 | (1) |
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20.2 Cable Materials and Construction |
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651 | (5) |
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656 | (2) |
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658 | (1) |
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658 | (3) |
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661 | (1) |
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661 | (2) |
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Chapter 21 Reinforced-Concrete Silos |
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663 | (34) |
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663 | (13) |
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676 | (5) |
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681 | (14) |
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695 | (2) |
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Chapter 22 Design Of Steel Tanks |
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697 | (32) |
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697 | (4) |
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22.2 Design Considerations |
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701 | (6) |
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22.3 Design of Reservoirs and Standpipes |
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707 | (10) |
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717 | (6) |
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723 | (3) |
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726 | (1) |
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22.7 Commercially Available Computer Programs |
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726 | (1) |
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727 | (1) |
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727 | (2) |
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Chapter 23 Electrical Transmission And Substation Structures |
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729 | (12) |
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729 | (1) |
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23.2 Referenced Standards and Manuals of Practice |
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729 | (1) |
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23.3 Transmission Line Structures |
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729 | (8) |
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23.4 Substation Structures |
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737 | (3) |
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740 | (1) |
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741 | (16) |
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741 | (1) |
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741 | (4) |
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745 | (5) |
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24.4 Reinforced-Concrete Chimneys |
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750 | (2) |
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752 | (2) |
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754 | (1) |
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754 | (3) |
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Chapter 25 Health Monitoring And Nondestructive Testing |
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757 | (14) |
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757 | (1) |
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25.2 Components of NDE Methods |
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757 | (3) |
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25.3 Waveform-Based NDE Methods and Applications |
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760 | (5) |
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25.4 The Applications of Waveform-Based NDE Methods to Infrastructure Systems |
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765 | (2) |
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767 | (4) |
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Chapter 26 Building Information Modeling (Bim) For Structural Engineering |
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771 | (18) |
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771 | (1) |
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771 | (5) |
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26.3 BIM Processes in Practice |
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776 | (2) |
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26.4 Structure and Architecture Synergy (SAS) Framework |
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778 | (8) |
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786 | (1) |
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786 | (3) |
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Chapter 27 Structural Fire Engineering |
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789 | (12) |
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789 | (1) |
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27.2 Designing Structures for Fire Safety |
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789 | (1) |
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27.3 Fire Growth and Development |
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789 | (2) |
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27.4 Properties of Construction Materials at Elevated Temperatures |
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791 | (5) |
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27.5 Fire Resistance Evaluation |
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796 | (1) |
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27.6 Prescriptive-Based Approaches |
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796 | (2) |
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27.7 Rational Design Approaches |
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798 | (2) |
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800 | (1) |
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800 | (1) |
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Chapter 28 Disproportionate Collapse And Blast-Resistant Design |
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801 | (1) |
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PART A STRUCTURAL ROBUSTNESS AND DISPROPORTIONATE COLLAPSE |
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801 | (8) |
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801 | (1) |
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28.2 Disproportionate Collapse Mitigation Strategies |
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802 | (1) |
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28.3 Progressive Collapse Modeling |
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802 | (4) |
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28.4 Progressive Collapse Analysis Example |
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806 | (3) |
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809 | (1) |
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PART B BLAST-RESISTANT DESIGN |
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809 | (110) |
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809 | (1) |
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810 | (2) |
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28.7 Dynamic Design Approach |
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812 | (1) |
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813 | (1) |
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28.9 Primary Structure: Material Selection and Design for Blast Resistance |
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814 | (1) |
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28.10 Secondary Structure: Material Selection and Design for Blast Resistance |
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815 | (1) |
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815 | (1) |
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815 | (2) |
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Chapter 29 Frp Strengthening Of Reinforced-Concrete Members |
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817 | (16) |
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29.1 FRP Properties for Strengthening Applications |
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817 | (1) |
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29.2 Flexural Strengthening Design for Beams and Slabs |
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818 | (4) |
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29.3 Shear Strengthening Design for Beams |
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822 | (5) |
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29.4 Confinement Strengthening Design for Circular Columns |
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827 | (4) |
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831 | (2) |
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Chapter 30 Structural Glass And Glazing |
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833 | (28) |
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833 | (1) |
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30.2 Glass: Production and Properties |
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834 | (1) |
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30.3 Glass as a Structural Material |
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835 | (4) |
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839 | (3) |
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842 | (8) |
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850 | (4) |
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30.7 Lateral-Torsional Buckling |
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854 | (2) |
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856 | (2) |
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858 | (3) |
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Chapter 31 Machine Foundations |
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861 | (24) |
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861 | (1) |
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31.2 Classification of Machine Based on Machine Type |
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861 | (1) |
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31.3 Classification of Machine Based on Type of Excitation Force |
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861 | (1) |
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31.4 Classification of Machine Based on Foundation Type |
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861 | (1) |
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31.5 Classification of Machine Load Transfer Mechanism |
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861 | (1) |
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31.6 Design Limits for Machine Foundations |
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862 | (1) |
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31.7 Effect of the Supporting Soil |
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862 | (1) |
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31.8 Energy Transfer Mechanism |
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863 | (1) |
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31.9 Effect of Embedment of Foundation |
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863 | (1) |
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31.10 Reduction in Permissible Soil Stress |
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864 | (1) |
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864 | (1) |
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31.12 Modeling Techniques for Machine Foundations |
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865 | (1) |
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31.13 Block-Type Foundation |
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865 | (1) |
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866 | (1) |
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31.15 Elevated Machine Foundation |
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867 | (1) |
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31.16 Three-Dimensional Finite-Element Modeling |
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868 | (1) |
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868 | (1) |
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31.18 Current Approach of Soil Modeling |
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869 | (1) |
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31.19 Methods to Compute Dynamic Impedance Functions |
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870 | (1) |
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31.20 Foundations Supported on Piles |
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870 | (1) |
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31.21 Piles Subjected to Lateral Vibrations |
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871 | (1) |
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872 | (3) |
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31.23 Piles Subjected to Vertical vibrations |
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875 | (6) |
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881 | (1) |
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882 | (3) |
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Chapter 32 Value Methodology |
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885 | (10) |
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885 | (1) |
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885 | (4) |
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32.3 The Key Features of VM Job Plan: Function Analysis |
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889 | (1) |
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32.4 Example 1: Parapet Joint Detail |
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890 | (3) |
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893 | (1) |
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894 | (1) |
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894 | (1) |
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|
894 | (1) |
|
Chapter 33 Stone Cladding |
|
|
895 | (24) |
|
|
33.1 Introduction: Natural Stone Cladding |
|
|
895 | (1) |
|
33.2 Natural Stone Depiction |
|
|
896 | (2) |
|
33.3 Mechanical Properties |
|
|
898 | (1) |
|
33.4 Cladding Systems and Methods |
|
|
899 | (2) |
|
|
901 | (4) |
|
|
905 | (4) |
|
|
909 | (2) |
|
|
911 | (4) |
|
|
915 | (4) |
Index |
|
919 | |