A study on the seismic performance of steel-reinforced concrete frame-concrete core wall high-rise mixed structure by large-scale shaking table tests and numerical simulations-Reference-Cited by-同舟云学术

A study on the seismic performance of steel-reinforced concrete frame-concrete core wall high-rise mixed structure by large-scale shaking table tests and numerical simulations

Published:2013-06-03 Issue:13 Volume:42 Page:1951-1969
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Xu Ziguo¹,Xu Peifu¹,Xiao Congzhen¹

Affiliation:

1. China Academy of Building Research; Beijing; China

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2306/fullpdf

Reference10 articles.

1. Table of the tall buildings above 180 meters in China Mainland;Council on Tall Buildings, Structural Branch, Architectural Society of China;China Civil Engineering Journal,2010

2. Overview of hybrid and composite systems for seismic design in the United States;Roeder;Engineering Structures,1998

3. Recent developments in hybrid structures in Japan-research, design and construction;Morino;Engineering Structures,1998

4. Steel Reinforced Concrete Structures in 1995 Hyogoken-Nanbu Earthquake;Azizinamini;Journal of Structural Engineering,1997

5. Shaking Table Study on a Model of Steel-Concrete Hybrid Structure Tall Buildings;Li;Journal of Building Structure,2001

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