Paper Title:
The Seismic Response of 1/4-Scale Frame — Supported Reinforced Masonry Shear Wall
  Abstract

The study of this paper focuses on the seismic performance of a new complex tall building-FSRMW (frame-supported-reinforced-masonry-shear-wall).The new structure combines the advantages of RMW (reinforced-masonry-shear-wall) and FSRCW (frame-supported- reinforced- concrete-shear-wall) and have good economic value and extensive use value.Big space can be gained by using the structure, which provide a new appropriate selection for the design of hotel, multifunctional office building and dwelling house with shop at bottom. Substructure pseudodynamic testing were adopted to carrying out the seismic testing of 1:4 Reduced-scale models of FSRMW.Seismic evaluation of this structure has been carried out by substructure pseudodynamic testing of 1/4-scale specimen.The dynamic response of the tested structure under the influence of earthquake excitation is analyzed.The horizontal bearing capacity and the damage degree of the test model are investigated. The testing are cited to illustrate that the seismic performance of the structure(frame-shear-wall-supported reinforced masonry shear wall) is better than that structure(frame- supported reinforced masonry shear wall) and can be satisfied with the design request of 6-8 degree seismic zone.

  Info
Periodical
Key Engineering Materials (Volumes 400-402)
Edited by
Jingsi Huo, Yan Xiao, Zongjin Li and Shuaib Ahmad
Pages
725-730
DOI
10.4028/www.scientific.net/KEM.400-402.725
Citation
L. Huang, X. Gao, C. X. Shi, S. Y. Chen, "The Seismic Response of 1/4-Scale Frame — Supported Reinforced Masonry Shear Wall", Key Engineering Materials, Vols. 400-402, pp. 725-730, 2009
Online since
October 2008
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Qi Zhang, Qian Feng Yao, Yin Zhang, Wei Huang, Qi Xiang Yin
Abstract:By testing 4 pin standard frame-supported multi-ribbed composite slab’s mechanical proper- ties under the horizontal load’s funtion,it is got...
954
Authors: Jian Qiang Han, Xiu Yan Fu, Yu Min Zhang
Abstract:The frame beam end uses the carbon fiber cloth restraint, then uses the steel stranded wire assembly,which is a new assembly architecture...
146
Authors: Xin Zhao, Mai Wu, Dan Dan Kong, Shun Wei Chen
Abstract:Autoclaved lightweight concrete (ALC) block infills are used widely for steel residential building system in China; the authors of this paper...
2424
Authors: Mo Zhu, Zhong Tao, Min Zhang, Ling Xu Li
Chapter 6: Seismic Engineering
Abstract:Steel frame - shear wall structure of the teaching building has been by the software PKPM respectively in the design basic acceleration of...
1335
Authors: Zi Xue Lei, Yu Hang Han, San Sheng Dong, Jun Qing Guo
Chapter 6: Seismic Engineering
Abstract:A centrally reinforced column is a new type of RC columns, formed by providing a reinforcement skeleton at the central part of the cross...
1319