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| PART I SINGLE-DEGREE-OF-FREEDOM SYSTEMS | 1 | (342) | |||
| 3 | (36) | |||
| 39 | ... MORE | |||
| 65 | (60) | |||
| 125 | (40) | |||
| 165 | (32) | |||
| 197 | (60) | |||
| 257 | (48) | |||
| 305 | (38) | |||
| PART II MULTI-DEGREE-OF-FREEDOM SYSTEMS | 343 | (344) | |||
| 345 | (56) | |||
| 401 | (46) | |||
| 447 | (20) | |||
| 467 | (40) | |||
| 507 | (86) | |||
| 593 | (16) | |||
| 609 | (20) | |||
| 629 | (32) | |||
| 661 | (26) | |||
| PART III EARTHQUAKE RESPONSE AND DESIGN OF MULTISTORY BUILDINGS | 687 | (96) | |||
| 689 | (18) | |||
| 707 | (24) | |||
| 731 | (24) | |||
| 755 | (28) | |||
| Appendix A Frequency-Domain Method of Response Analysis | 783 |