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Contents<br/><br/>1 ELASTIC WAVES IN THE VICINITY OF THE EARTHQUAKE SOURCE, 1<br/><br/>Bruce A. Bol<br/><br/>1.1 1.1.2 Theme 2.1.3 Layered 614 Awunity, and ground motion and che, 13, 17 mary,<br/><br/>2 CAUSES OF EARTHQUAKES, 21 Bruce A. Bolt<br/><br/>2.4 redu 21. 2.2 Eq, 22. 2.3 The strifold, 12. 2.4 Theofania 37, 25 Mechanium панела, 42.<br/><br/>3 SURFACE FAULTING AND RELATED EFFECTS, 47<br/><br/>M. G. Bonilla<br/><br/>1.1 Introduction, 47. 1.2 Gly, 48. 1.3 Surf 1.3 Surface man fig. 14 Graphicarduties of historic surfare faudring, 61. 33 Fuing and earthquaker. 64. 3.6 Fanare failing, 60.<br/><br/>S DESIGN SPECTRUM, 93<br/><br/>G. W. Nouaner<br/><br/>3.393 3.2 Mballing, 100 3.3 Earthple anand, 101.<br/><br/>6 GROUND MOTION MEASUREMENTS, 107 Donald E. Nudson<br/><br/>6, 107, 6.2 Stegy and ashquake engi nning, 108. 6.3 Types of earthquake ground motion, 100. egraph design prociples, 111. 6.5 Simplified t 116. 6.7 Thesponse spectrum, 118. p. 118. 1.9 Strong-trk, 121 6.10 Fune celeregraph development, 121. 6.11 Fol messaments, 123. 6.13 Precision gestic measurements, 123.<br/><br/>7 DYNAMIC TESTS OF FULL-SCALE STRUCTURES, 127<br/><br/>Donald E. Hudion<br/><br/>7.3 127. 7.2 Dynamic мая, 128. 7.3. Butre nati, 143, 7.4 Contin 143.<br/><br/>4 STRONG GROUND MOTION, 75<br/><br/>G. W. Hovener<br/><br/>4.1 Magnitude of an earthquake, 76. 4.2 Nature of fault slip. 76. 4.3 Epicenter, 77. 4.4 tensity 43 Earth quale ground motion, 78. 46 Idealized ground mation, 79. 4.3 Frequency of occurrence, al. 48 Frequency of ground shing, 81. 4.9 Upper bound for intensity of ground sha ing, 81, 4.30 Influence of ground, 32. 4.11 Arifully generated ground motions, 34. 4.12 Fourier spectrum, 4. 4.13 Response spectrum, 85. 4.14 Spectrum intensity, 99.<br/><br/>8 DYNAMIC TESTING AND THE FORMULATION OF MATHEMATICAL MODELS, 151<br/><br/>J. G. Bouwkamp and Dixon Rea<br/><br/>8.1ction, 131. 8.2 Dynamic testing, 152. Formulation of mathematical models, 156, 8.4 Mathematical model of a building at the University of California Medical<br/>EARTHQUAKE DAMAGE AND STRUCTURAL PERFORMANCE IN THE UNITED STATES, 167<br/><br/>Kort V. Steinbrugge<br/><br/>10 SOIL PROBLEMS AND SOIL BEHAVIOR, 227 H. Bolton Seed<br/><br/>2270 228.Sed vel ground 10.6 Sides caused by platon of the sand layers, 237 107 Landes in 239. 10.8 Spongill Found 243 10.3 Song Allow foundations, and crit dans, 245. 3. Canals, reser, and rur 70.11 Retaining wall and bridge when, 245 10.12 Come247.<br/><br/>11 TSUNAMIS, 253 Robert L. Wiegel<br/><br/>11.1 Conser and nature of 231. 11.2 Damage by 250 11.3 Thury and laboratory studies of tonand 264. 114 Travel of the ocean, 275. 11.3 along the shore, 280. 114 Diamibution of rep elevations and ware heights along a coast, 28 11.7 Turon functions, 294. 118 Overtopping of 297 119 Tounani wave forces, 299.<br/><br/>12 EARTHQUAKE RESPONSE OF STRUCTURES, 307<br/><br/>Ray W. Clough<br/><br/>12.1 vedacion, 307. 12.2 Single-degree-of-freedom 310. 12.3 Maldegree-of-freedom rystems, 122. 12.4 Nanlinnar varthquake response, 128<br/><br/>13 APPLICATIONS OF RANDOM VIBRATION THEORY, 335<br/><br/>Joseph Penzien<br/><br/>13.1 action, 133, 13.2 The random process, 136. Efect of random process on systemet, 337. 13.4 Elastic response of the single-degree system to random inputs, 338. 133 Applications in earthquake engineering, 40<br/><br/>14 SOIL-PILE FOUNDATION INTERACTION, 349 Joseph Penzien<br/><br/>14. 349. 14.2 Meshof 14.3 Determ of properti 300. 14.4 C on proped method of a8145 Com 147 Conclusions and recommendations, 182<br/><br/>15 EARTH SLOPE STABILITY DURING EARTHQUAKES, 383 H. Bolton Seed<br/><br/>15.3 83. 11.2 Past practice in the evalu of shige stability during earth, 184, 15.3 Selectio developments in analysts of slope stability during earthq 388 155 Conc, 199<br/><br/>16 CURRENT TRENDS IN THE SEISMIC ANALYSIS AND DESIGN OF HIGH-RISE STRUCTURES, 403<br/><br/>Nathan M. Newmark<br/><br/>ctn, 403, 16.2 Respanar of simple structures to sarthquake mattons, 404. 16.3 Response spectra for inli ystems, 408 16.4 Multidegree-of-freedom systema, 411 16.3 Results of elastic analyses for tall buildings, 414. 15.6 Design of composte 41-story building. 419. 16.7 Spend sevations, 421. 16.3 Concluding remarks, 423.<br/><br/>17 DESIGN OF EARTHQUAKE-RESISTANT STRUCTURES-STEEL FRAME STRUCTURES, 425<br/><br/>Henry J. Degenkolb<br/><br/>17.1 troduction, 425. 17.2 Beam-column connection 426. 17.3 Bending of beans and girders, 435. 17.4 Co 438. 17.5. Repetitive loadings, 441. 17.5 Analy 442. 17.7 Diaphragms, 443, 173 Summary, 446.<br/><br/>18 DESIGN OF EARTHQUAKE-RESISTANT POURED-IN-PLACE CONCRETE STRUCTURES, 449<br/><br/>John A. Blume<br/><br/>18.1 Introduction, 449. 18.2 Basic concepts, 450. The earthquake performance of poured-in-place reinfo concrete structures, 451. 18.4 Force-deformation cha Meristics, 452. 18.5 Design requirements and operat 439 18.6 Ductile concrete, 465. 18.7 |
