Seismic capacity of retrofitted beam-column connections in high-rise steel frames when subjected to long-period ground motions-Reference-Cited by-同舟云学术

Seismic capacity of retrofitted beam-column connections in high-rise steel frames when subjected to long-period ground motions

Published:2011-07-12 Issue:4 Volume:41 Page:735-753
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Chung Yu-Lin¹,Nagae Takuya²,Matsumiya Tomohiro³,Nakashima Masayoshi¹

Affiliation:

1. Disaster Prevention Research Institute; Kyoto University; Gokasho, Uji; Kyoto; 611-0011; Japan

2. E-Defense, National Research Institute for Earth Science and Disaster Prevention; Shinjimicho, Miki; Hyogo; 673-0515; Japan

3. Kinki University; Kowakae; Higashi-Osaka; 577-5802; Japan

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.1154/fullpdf

Reference23 articles.

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2. Japan Society of Civil Engineering Architectural Institute of Japan 2006

3. Seismic Resistance Capacity of High-Rise Buildings Subjected to Long-Period Ground Motions: E-Defense Shaking Table Test;Chung;Journal of Structural Engineering,2010

4. Construction of a three-dimensional, large-scale shaking table and development of core technology;Ogawa;Philosophical Transactions of the Royal Society of London,2001

5. Nakashima M Roles of Large Structural Testing for the Advance of Earthquake Engineering Proceedings of the 14th World Conference on Earthquake Engineering 2008

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