Modeling level selection for seismic analysis of concrete-filled steel tube/moment-resisting frames by using fragility curves-Reference-Cited by-同舟云学术

Modeling level selection for seismic analysis of concrete-filled steel tube/moment-resisting frames by using fragility curves

Published:2014-07-24 Issue:2 Volume:44 Page:199-220
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Skalomenos Konstantinos A.¹,Hatzigeorgiou George D.²,Beskos Dimitri E.¹³

Affiliation:

1. Department of Civil Engineering; University of Patras; Patras Greece

2. School of Science and Technology; Hellenic Open University; Patras Greece

3. Office of Theoretical and Applied Mechanics; Academy of Athens; Athens Greece

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2465/fullpdf

Reference56 articles.

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2. Experiment studies on the ultimate moment of concrete filled square steel tubular beam-columns;Tomii;Transactions of theArchitectural Institute of Japan,1979

3. Morino S Sakino K Mukai A Yoshioka K Experimental studies on CFT column systems Proceedings of the 3rd JTCC US-Japan CooperativeEarthquake Research Program Composite and Hybrid Structures 1996

4. Behavior of concrete-filled steel tube beam columns;Inai;Journal of Structural Engineering - ASCE,2004

5. Seismic behavior and design of high-strength square concrete-filled steel tube beam columns;Varma;Journal of Structural Engineering - ASCE,2004

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