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Studies on Seismic Performance Test of Precast Prestressing Shear Wall

Fu, Ri-Rong / Liu, Zhi-Chun / Yin, Qi-Lin / Su, Kun

This paper describes the study about multilayer and high-rise precast prestressing shearwall structure, we made one shape, T shape and linked limb shearwall specimens as the objects, we also made comprision with cast-in-place shearwall, the specimens were tested under high frequency and reciprocating horizontal load. Based on the test, we used the finite element software ANSYS to do a nonlinear elasto-plastic analysis about the whole process under different compression ratios and different effective prestress to research seismic performance, failure mode and elasto-plastic analysis. The results show that the edge members are the maximum force position and the most important energy dissipation part of the shearwall limb.

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Studies on Seismic Performance Test of Precast Prestressing Shear Wall

Fu, Ri-Rong / Liu, Zhi-Chun / Yin, Qi-Lin / Su, Kun

This paper describes the study about multilayer and high-rise precast prestressing shearwall structure, we made one shape, T shape and linked limb shearwall specimens as the objects, we also made comprision with cast-in-place shearwall, the specimens were tested under high frequency and reciprocating horizontal load. Based on the test, we used the finite element software ANSYS to do a nonlinear elasto-plastic analysis about the whole process under different compression ratios and different effective prestress to research seismic performance, failure mode and elasto-plastic analysis. The results show that the edge members are the maximum force position and the most important energy dissipation part of the shearwall limb.

Studies on Seismic Performance Test of Precast Prestressing Shear Wall

Fu, Ri-Rong / Liu, Zhi-Chun / Yin, Qi-Lin / Su, Kun

This paper describes the study about multilayer and high-rise precast prestressing shearwall structure, we made one shape, T shape and linked limb shearwall specimens as the objects, we also made comprision with cast-in-place shearwall, the specimens were tested under high frequency and reciprocating horizontal load. Based on the test, we used the finite element software ANSYS to do a nonlinear elasto-plastic analysis about the whole process under different compression ratios and different effective prestress to research seismic performance, failure mode and elasto-plastic analysis. The results show that the edge members are the maximum force position and the most important energy dissipation part of the shearwall limb.

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Title:

Studies on Seismic Performance Test of Precast Prestressing Shear Wall

Contributors:

Fu, Ri-Rong (author) / Liu, Zhi-Chun (author) / Yin, Qi-Lin (author) / Su, Kun (author)

Published in:

CEABM, International Conference on Civil Engineering, Architecture and Building Materials, 2 ; 2457-2460

Applied Mechanics and Materials ; 166-169

Publication date:

2012

Size:

4 Seiten

ISSN:

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.2457

Type of media:

Conference paper

Type of material:

Print

Language:

English

Keywords:

elastisch-plastische Prüfung , Vorspannung (mechanisch) , Leistungsversuch , Axialkompression , Finite-Elemente-Analyse , Energiedissipation , Versagensart , Mehrfachschicht , horizontale Belastung , Hochfrequenz

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