MARC보기
LDR00000nmm u2200205 4500
001000000330687
00520241104143225
008181129s2017 ||| | | | eng d
020 ▼a 9780438098541
035 ▼a (MiAaPQ)AAI10901915
035 ▼a (MiAaPQ)OhioLINK:osu1503265342241364
040 ▼a MiAaPQ ▼c MiAaPQ ▼d 248032
0491 ▼f DP
0820 ▼a 624
1001 ▼a Li, Kai.
24510 ▼a Collapse Experiments and Assessment of Masonry Wall Buildings.
260 ▼a [S.l.] : ▼b The Ohio State University., ▼c 2017
260 1 ▼a Ann Arbor : ▼b ProQuest Dissertations & Theses, ▼c 2017
300 ▼a 390 p.
500 ▼a Source: Dissertation Abstracts International, Volume: 79-12(E), Section: B.
500 ▼a Adviser: Halil Sezen.
5021 ▼a Thesis (Ph.D.)--The Ohio State University, 2017.
520 ▼a Progressive collapse is partial or complete collapse of a building, which is triggered by the sudden loss of load-bearing structural elements such as columns and walls. Many computational research studies have been conducted to investigate the p
520 ▼a The progressive collapse risk probabilities are evaluated by using current guidelines, and recommendations are made based on the numerical and experimental data generated in this research. New demand capacity ratio acceptance criteria are propos
520 ▼a It is concluded that the masonry wall structures have much more redundancy against progressive collapse. The gravity loads are redistributed uniformly through the slabs to load-bearing walls. Reinforced concrete beams turns to be the most critic
590 ▼a School code: 0168.
650 4 ▼a Civil engineering.
690 ▼a 0543
71020 ▼a The Ohio State University. ▼b Civil Engineering.
7730 ▼t Dissertation Abstracts International ▼g 79-12B(E).
773 ▼t Dissertation Abstract International
790 ▼a 0168
791 ▼a Ph.D.
792 ▼a 2017
793 ▼a English
85640 ▼u http://www.riss.kr/pdu/ddodLink.do?id=T15000322 ▼n KERIS
980 ▼a 201812 ▼f 2019
990 ▼a 관리자 ▼b 관리자