STABILITIES OF STEEL FRAMES SUBJECTED TO FIRE-Reference-Cited by-同舟云学术

STABILITIES OF STEEL FRAMES SUBJECTED TO FIRE

Published:2003 Issue:571 Volume:68 Page:161-168
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

SUZUKI Hiroyuki¹,RUANGTANANURAK Nara²,FUJITA Hirofumi³

Affiliation:

1. Institute of Eng. Mechanics-and Systems, Univ. of Tsukuba

2. Graduate Student, School of Engineering, Univ. of Tsukuba

3. MHS Planners, Architects & Engineers

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/68/571/68_KJ00004089322/_pdf

Reference7 articles.

1. 3) Federal Emergency Management Agency (FEMA). World Trade Center Building Performance Study : Data Collection, Preliminary Observations, and Recommendations. (2002)

2. 4) OHI K. A Study on Steel High-Rise Building Structure with Redundancy. CIB-CTBUH Conference on Tall Buildings, Kuala Lumpur, Malaysia, 8-10 May, 2003. (2003)

3. 8) WASHIZU K. Variational methods in elasticity and plasticity. Pergamon Press. (1975)

4. 9) DAVIES G. An experimental explanation of the dynamical behavior of a strut in a rigidly jointed truss framework. Proceedings of Royal Society, A. (1963) vol.274, p.225-238. doi:10.1098/rspa.1963.0126

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