The nonlinear analysis on cross-section short-limb shear wall

DOI

10.2991/iccet-15.2015.113How to use a DOI?

Keywords

Cross-section short-limb shear wall, Axial compressive ratio, Nonlinear analysis, Load capacity Deformation capacity

Abstract

Nine cross-section reinforced-concrete short-limb shear wall specimens under monotonic load are analyzed by the nonlinear finite element analysis with the software ANSYS, which compares the change of load capacity, stiffness and ductility of the shear wall when axial compressive ratio changes. The results provides a significant basis for practical engineering section design.

Copyright

© 2015, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Qiang Zhang
AU  - Cheng-Cheng Tao
AU  - Wei-Rong Cao
PY  - 2015/11
DA  - 2015/11
TI  - The nonlinear analysis on cross-section short-limb shear wall
BT  - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
PB  - Atlantis Press
SP  - 608
EP  - 611
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccet-15.2015.113
DO  - 10.2991/iccet-15.2015.113
ID  - Zhang2015/11
ER  -