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Contents |
6 |
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Figures |
7 |
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Tables |
12 |
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Contributors |
14 |
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1 Introduction: seismic design andEurocode 8 |
18 |
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1.1 The Eurocodes |
18 |
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1.2 Standardisation of seismic design |
19 |
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1.3 Implementation of EC8 in Member States |
19 |
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1.4 Contents of EC8 |
20 |
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1.5 Overview |
21 |
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2 Seismic hazard and earthquake actions |
23 |
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2.1 Introduction |
23 |
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2.2 Earthquake parameters and seismicity |
25 |
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2.3 Ground-motion characterisation and prediction |
28 |
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2.4 Seismic hazard analysis |
36 |
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2.5 Elastic design response spectra |
45 |
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2.6 Acceleration time-histories |
53 |
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2.7 Conclusions and recommendations |
55 |
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Conclusions and recommendations |
55 |
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References |
57 |
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3 Structural analysis |
64 |
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3.1 Introduction |
64 |
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3.2 Basic dynamics |
64 |
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3.3 Response spectra and their application to linear |
71 |
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3.3 Response spectra and their application to linear structural syste |
71 |
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3.4 Practical seismic analysis to EC8 |
81 |
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3.5 Concluding summary |
89 |
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3.6 Design example |
90 |
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References |
99 |
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4 Basic seismic design principles for buildings |
101 |
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4.1 Introduction |
101 |
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4.2 Fundamental principles |
101 |
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4.3 Siting considerations |
105 |
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4.4 Choice of structural form |
107 |
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4.5 Evaluating regularity in plan and elevation |
108 |
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4.6 Capacity |
111 |
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4.6 Capacity design |
111 |
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4.7 Other basic issues for building design |
113 |
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4.8 Worked example for siting of structures |
115 |
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4.9 Worked example for assessing structural regularity |
117 |
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References |
122 |
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5 Design of concrete structures |
123 |
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5.1 Introduction |
123 |
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5.2 Design concepts |
124 |
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5.3 Design criteria |
128 |
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5.4 Conceptual Design |
133 |
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5.5 Design for DCL |
136 |
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5.6 Frames – design for DCM |
136 |
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5.7 Ductile walls – design for DCM |
146 |
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5.8 Design for DCH |
152 |
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5.9 Concrete design example – wall-equivalent dual structure |
153 |
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References |
191 |
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6 Design of steel structures |
192 |
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6.1 Introduction |
192 |
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6.2 Structural types and behaviour factors |
192 |
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6.3 Ductility classes and rules for cross sections |
195 |
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6.4 Moment resisting frames |
197 |
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6.5 Concentrically braced frames |
203 |
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6.6 Eccentrically braced frames |
209 |
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6.7 Material and construction considerations |
213 |
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6.8 Design example – moment frame |
214 |
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6.9 Design example – concentrically braced frame |
222 |
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References |
228 |
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7 Design of composite steel/ concrete structures |
232 |
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7.1 Introduction |
232 |
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7.2 Structural types and behaviour |
233 |
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7.3 Ductility classes and rules for cross sections |
234 |
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7.4 Requirements for critical composite elements |
235 |
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7.5 Design of structural systems |
241 |
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7.6 Other design considerations |
244 |
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7.7 Design example – composite moment frame |
245 |
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References |
252 |
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8 Shallow foundations |
255 |
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8.1 Introduction |
255 |
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8.2 Siting requirements |
259 |
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8.3 Liquefaction |
263 |
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8.4 Shallow foundations |
269 |
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8.5 Seismic displacements |
278 |
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8.6 Design example on a shallow foundation – pad foundation |
281 |
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8.7 Design example on a shallow foundation – raft foundation |
288 |
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References |
292 |
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9 Pile foundations |
296 |
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9.1 Introduction |
296 |
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9.2 Pile foundation design under static loading |
299 |
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9.3 Liquefaction effects on pile foundations |
301 |
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9.4 Comparison of static and dynamic performance requirements of pile foundations |
307 |
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9.5 Kinematic response |
313 |
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9.6 Inertial response |
317 |
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9.7 Design example on a pile foundation |
319 |
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References |
330 |
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Index |
332 |
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