| LDR | | 01908nam u200409 4500 |
| 001 | | 000000421469 |
| 005 | | 20190215165336 |
| 008 | | 181129s2018 |||||||||||||||||c||eng d |
| 020 | |
▼a 9780438324503 |
| 035 | |
▼a (MiAaPQ)AAI10815078 |
| 035 | |
▼a (MiAaPQ)berkeley:17796 |
| 040 | |
▼a MiAaPQ
▼c MiAaPQ
▼d 247004 |
| 082 | 0 |
▼a 624 |
| 100 | 1 |
▼a To, Duy Vu. |
| 245 | 10 |
▼a Performance Characterization of Beams with High-Strength Reinforcement. |
| 260 | |
▼a [S.l.]:
▼b University of California, Berkeley.,
▼c 2018. |
| 260 | 1 |
▼a Ann Arbor:
▼b ProQuest Dissertations & Theses,
▼c 2018. |
| 300 | |
▼a 263 p. |
| 500 | |
▼a Source: Dissertation Abstracts International, Volume: 80-01(E), Section: B. |
| 500 | |
▼a Adviser: Jack P. Moehle. |
| 502 | 1 |
▼a Thesis (Ph.D.)--University of California, Berkeley, 2018. |
| 520 | |
▼a A laboratory test and analytical research program was undertaken to characterize the performance of reinforced concrete beams with high-strength reinforcement subjected to reversed cyclic lateral loading simulating earthquake effects. The beams |
| 520 | |
▼a In the analytical study, the seismic performance of tall reinforced concrete special moment resisting frames with high-strength reinforcement was investigated through nonlinear dynamic analyses. Four 20-story reinforced concrete moment frames, t |
| 590 | |
▼a School code: 0028. |
| 650 | 4 |
▼a Civil engineering. |
| 650 | 4 |
▼a Engineering. |
| 690 | |
▼a 0543 |
| 690 | |
▼a 0537 |
| 710 | 20 |
▼a University of California, Berkeley.
▼b Civil and Environmental Engineering. |
| 773 | 0 |
▼t Dissertation Abstracts International
▼g 80-01B(E). |
| 773 | |
▼t Dissertation Abstract International |
| 790 | |
▼a 0028 |
| 791 | |
▼a Ph.D. |
| 792 | |
▼a 2018 |
| 793 | |
▼a English |
| 856 | 40 |
▼u http://www.riss.kr/pdu/ddodLink.do?id=T14998157
▼n KERIS
▼z 이 자료의 원문은 한국교육학술정보원에서 제공합니다. |
| 980 | |
▼a 201812
▼f 2019 |
| 990 | |
▼a ***1012033 |