Earthquake Engineering /

By:

Robert L. wiegel

Series: seriesPublication details: Prentice-Hall inc U.S.A 1970Edition: 1Description: 518 Ilustraciones, tablas, graficos 28CMISBN:

13-22646-4

Subject(s):

Ingenierías

Contents:

Contents 1 ELASTIC WAVES IN THE VICINITY OF THE EARTHQUAKE SOURCE, 1 Bruce A. Bol 1.1 1.1.2 Theme 2.1.3 Layered 614 Awunity, and ground motion and che, 13, 17 mary, 2 CAUSES OF EARTHQUAKES, 21 Bruce A. Bolt 2.4 redu 21. 2.2 Eq, 22. 2.3 The strifold, 12. 2.4 Theofania 37, 25 Mechanium панела, 42. 3 SURFACE FAULTING AND RELATED EFFECTS, 47 M. G. Bonilla 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. S DESIGN SPECTRUM, 93 G. W. Nouaner 3.393 3.2 Mballing, 100 3.3 Earthple anand, 101. 6 GROUND MOTION MEASUREMENTS, 107 Donald E. Nudson 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. 7 DYNAMIC TESTS OF FULL-SCALE STRUCTURES, 127 Donald E. Hudion 7.3 127. 7.2 Dynamic мая, 128. 7.3. Butre nati, 143, 7.4 Contin 143. 4 STRONG GROUND MOTION, 75 G. W. Hovener 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. 8 DYNAMIC TESTING AND THE FORMULATION OF MATHEMATICAL MODELS, 151 J. G. Bouwkamp and Dixon Rea 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 EARTHQUAKE DAMAGE AND STRUCTURAL PERFORMANCE IN THE UNITED STATES, 167 Kort V. Steinbrugge 10 SOIL PROBLEMS AND SOIL BEHAVIOR, 227 H. Bolton Seed 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. 11 TSUNAMIS, 253 Robert L. Wiegel 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. 12 EARTHQUAKE RESPONSE OF STRUCTURES, 307 Ray W. Clough 12.1 vedacion, 307. 12.2 Single-degree-of-freedom 310. 12.3 Maldegree-of-freedom rystems, 122. 12.4 Nanlinnar varthquake response, 128 13 APPLICATIONS OF RANDOM VIBRATION THEORY, 335 Joseph Penzien 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 14 SOIL-PILE FOUNDATION INTERACTION, 349 Joseph Penzien 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 15 EARTH SLOPE STABILITY DURING EARTHQUAKES, 383 H. Bolton Seed 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 16 CURRENT TRENDS IN THE SEISMIC ANALYSIS AND DESIGN OF HIGH-RISE STRUCTURES, 403 Nathan M. Newmark 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. 17 DESIGN OF EARTHQUAKE-RESISTANT STRUCTURES-STEEL FRAME STRUCTURES, 425 Henry J. Degenkolb 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. 18 DESIGN OF EARTHQUAKE-RESISTANT POURED-IN-PLACE CONCRETE STRUCTURES, 449 John A. Blume 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

Summary: Principal attention has been given in seismology to the properties of seismic waves at places far from the region where an earthquake is felt. One reason is that elastic wave theory is simpler if the dimensions of the source can be ignored; another is that, independent of the gen-erating mechanism, many important properties of the Earth along the path of propagation can be inferred from the observed elastic waves; and yet another is that very few seismograms showing motion near to the source are available. The dynamics of wave motion near to the earthquake source will be emphasized in this chapter because of its relevance to earthquake engineering. It should not be overlooked, however, that earthquakes are known to cause damage at considerable distances from the source region, through the vibrations caused by elastic waves traveling in the Earth or the effects of water waves (tsu-namis) in the ocean. In the case of the California earth

Holdings
Item type	Current library	Call number	Copy number	Status	Date due	Barcode
Libro	CI Gustavo A. Madero 2	HD7262 G7618 1989 1989	1	Available

EDITORIAL
Prentice-Hall inc
ISBN
13-22646-4

Contents

1 ELASTIC WAVES IN THE VICINITY OF THE EARTHQUAKE SOURCE, 1

Bruce A. Bol

1.1 1.1.2 Theme 2.1.3 Layered 614 Awunity, and ground motion and che, 13, 17 mary,

2 CAUSES OF EARTHQUAKES, 21 Bruce A. Bolt

2.4 redu 21. 2.2 Eq, 22. 2.3 The strifold, 12. 2.4 Theofania 37, 25 Mechanium панела, 42.

3 SURFACE FAULTING AND RELATED EFFECTS, 47

M. G. Bonilla

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.

S DESIGN SPECTRUM, 93

G. W. Nouaner

3.393 3.2 Mballing, 100 3.3 Earthple anand, 101.

6 GROUND MOTION MEASUREMENTS, 107 Donald E. Nudson

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.

7 DYNAMIC TESTS OF FULL-SCALE STRUCTURES, 127

Donald E. Hudion

7.3 127. 7.2 Dynamic мая, 128. 7.3. Butre nati, 143, 7.4 Contin 143.

4 STRONG GROUND MOTION, 75

G. W. Hovener

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.

8 DYNAMIC TESTING AND THE FORMULATION OF MATHEMATICAL MODELS, 151

J. G. Bouwkamp and Dixon Rea

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
EARTHQUAKE DAMAGE AND STRUCTURAL PERFORMANCE IN THE UNITED STATES, 167

Kort V. Steinbrugge

10 SOIL PROBLEMS AND SOIL BEHAVIOR, 227 H. Bolton Seed

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.

11 TSUNAMIS, 253 Robert L. Wiegel

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.

12 EARTHQUAKE RESPONSE OF STRUCTURES, 307

Ray W. Clough

12.1 vedacion, 307. 12.2 Single-degree-of-freedom 310. 12.3 Maldegree-of-freedom rystems, 122. 12.4 Nanlinnar varthquake response, 128

13 APPLICATIONS OF RANDOM VIBRATION THEORY, 335

Joseph Penzien

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

14 SOIL-PILE FOUNDATION INTERACTION, 349 Joseph Penzien

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

15 EARTH SLOPE STABILITY DURING EARTHQUAKES, 383 H. Bolton Seed

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

16 CURRENT TRENDS IN THE SEISMIC ANALYSIS AND DESIGN OF HIGH-RISE STRUCTURES, 403

Nathan M. Newmark

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.

17 DESIGN OF EARTHQUAKE-RESISTANT STRUCTURES-STEEL FRAME STRUCTURES, 425

Henry J. Degenkolb

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.

18 DESIGN OF EARTHQUAKE-RESISTANT POURED-IN-PLACE CONCRETE STRUCTURES, 449

John A. Blume

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

Principal attention has been given in seismology to the properties of seismic waves at places far from the region where an earthquake is felt. One reason is that elastic wave theory is simpler if the dimensions of the source can be ignored; another is that, independent of the gen-erating mechanism, many important properties of the Earth along the path of propagation can be inferred from the observed elastic waves; and yet another is that very few seismograms showing motion near to the source are available.

The dynamics of wave motion near to the earthquake source will be emphasized in this chapter because of its relevance to earthquake engineering. It should not be overlooked, however, that earthquakes are known to cause damage at considerable distances from the source region, through the vibrations caused by elastic waves traveling in the Earth or the effects of water waves (tsu-namis) in the ocean. In the case of the California earth

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