Dynamic Time-History Analysis of Steel frame-Composite Steel Plate Shear Wall Structures
Authors
Xiaotong Peng, Yue Teng, Chen Lin, Ye Zhou
Corresponding Author
Xiaotong Peng
Available Online January 2016.
- DOI
- 10.2991/icsmim-15.2016.213How to use a DOI?
- Keywords
- steel frame-composite steel shear wall, dynamic, time-history analysis, Bidirectional ground motions, Three-dimensional space model.
- Abstract
In order to study the dynamic performance of steel frame-composite steel shear wall structure, a dynamic time-history analysis of a practical hospital buliding was carried out by using FEM software Sap2000. As a comparison, the studies on the building with reinforced concrete shear wall s and steel plate shear wall were also performed. In the FEM model, the factors such as bidirectional ground motions and three-dimensional space were considered. The results indicate that the steel frame-composite steel shear wall structure has higher strength, ample lateral stiffness and better energy dissipation capacity than traditional structures.
- Copyright
- © 2016, 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/).
Cite this article
TY - CONF AU - Xiaotong Peng AU - Yue Teng AU - Chen Lin AU - Ye Zhou PY - 2016/01 DA - 2016/01 TI - Dynamic Time-History Analysis of Steel frame-Composite Steel Plate Shear Wall Structures BT - Proceedings of the 2015 4th International Conference on Sensors, Measurement and Intelligent Materials PB - Atlantis Press SP - 1158 EP - 1161 SN - 2352-538X UR - https://doi.org/10.2991/icsmim-15.2016.213 DO - 10.2991/icsmim-15.2016.213 ID - Peng2016/01 ER -