State-of-the-art of seismic response evaluation methods for metal roof spatial structures - Details

Author：

Nakazawa, Shoji (Nakazawa, Shoji.) | Kato, Shiro (Kato, Shiro.) | Takeuchi, Toru (Takeuchi, Toru.) | Xue, Su-Duo (Xue, Su-Duo.) (Scholars：薛素铎) | Lazaro, Carlos (Lazaro, Carlos.)

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EI Scopus

Abstract：

The　present　paper　is　a　result　of　a　collaboration　in　IASS　WG　8　for　metal　spatial　structures　to　prepare　state-ofthe-art　reviews　for　earthquake　response　analysis　methods　and　equivalent　static　seismic　loads　for　metal　spatial　structures.　It　quotes　mainly　investigations　from　IASS　symposia　and　related　journals.　First,　the　dynamic　response　characteristics　of　metal　spatial　structures　are　briefly　explained.　This　is　followed　by　a　review　of　analytical　methods　for　evaluating　earthquake　responses.　Finally　the　equivalent　seismic　loads　proposed　for　metal　spatial　structures　are　reviewed　and　some　comments　for　future　analysis　of　failure　and　fragility　are　provided.

Keyword：

Metal analysis Risk assessment Earthquakes Seismic response Metals Risk analysis

Author Community：

[ 1 ] [Nakazawa, Shoji]Dept. of Arch, and Civil Eng., Toyohashi University of Technology, Toyohashi, Japan
[ 2 ] [Kato, Shiro]Toyohashi University of Technology, Toyohashi, Japan
[ 3 ] [Takeuchi, Toru]Dept. of Architecture and Building Engineering, Tokyo Institute ot Lechnology, Tokyo, Japan
[ 4 ] [Xue, Su-Duo]College of Arch. and Civil Eng., Beijing University of Technology, Beijing 100022, China
[ 5 ] [Lazaro, Carlos]Dept. of Continuum Mechanics and Theory of Structures, Universidad Politecnica de Valencia, Spain

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Source ：

Journal of the International Association for Shell and Spatial Structures

ISSN： 1028-365X

Year： 2012

Issue： 172

Volume： 53

Page： 117-130

Cited Count：

WoS CC Cited Count： 0

SCOPUS Cited Count：

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 9

Affiliated Colleges：

建筑与城市规划学院本学院/部未明确归属的数据

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