Research on hysteretic behaviour of high-strength concrete shear wall plate for steel tube in building construction Online publication date: Tue, 23-Apr-2019
by Yanhong Yao; Dongmei Zhao; Zhongwei Liu
International Journal of Microstructure and Materials Properties (IJMMP), Vol. 14, No. 2, 2019
Abstract: For the problem of insufficient analysis of the hysteretic behaviour of the traditional concrete shear wall, the research method of hysteretic behaviour of high-strength concrete shear wall for steel tube in building construction is proposed in paper. Based on the OpenSee platform, the displacement of the base was recorded by the displacement metre installed on the base, and the load displacement curve is plotted, and the shear bearing capacity of the model was analysed. The failure modes, axial compression ratio and concrete strength parameters of the specimens were studied to obtain the following conclusions. Higher the axial compression ratio and the wall shaft pressure, the higher the load capacity of the specimen. By comparing the hysteretic behaviour of different steel tube high strength concrete shear strength specimens, this paper analyses the performance of steel tube high strength concrete shear wall panels, which provides data and reference for future construction.
Existing subscribers:
Go to Inderscience Online Journals to access the Full Text of this article.
If you are not a subscriber and you just want to read the full contents of this article, buy online access here.Complimentary Subscribers, Editors or Members of the Editorial Board of the International Journal of Microstructure and Materials Properties (IJMMP):
Login with your Inderscience username and password:
Want to subscribe?
A subscription gives you complete access to all articles in the current issue, as well as to all articles in the previous three years (where applicable). See our Orders page to subscribe.
If you still need assistance, please email subs@inderscience.com
Our Blog 
Follow us on Twitter 
Visit us on Facebook