| Vol. - No. | Vol.5 - No.3 |
|---|---|
| Date | Sep., 2016 |
| Title | Structural Shear Wall Systems with Metal Energy Dissipation Mechanism |
| Author | Guoqiang Li1, Feifei Sun, Mengde Pang, Wenyang Liu, and Haijiang Wang |
| Institutions | 1.Tongji University, State Key Laboratory of Disaster Reduction in Civil Engineering, Shanghai 200092, 2.China,Tongji University, College of Civil Engineering, Shanghai 200092, China |
| Abstract |
Shear wall structures have been widely used in high-rise buildings during the past decades, mainly due to their good overall performance, large lateral stiffness, and high load-carrying capacity. However, traditional reinforced concrete wall structures are prone to brittle failure under seismic actions. In order to improve the seismic behavior of traditional shear walls, this paper presents three different metal energy-dissipation shear wall systems, including coupled shear wall with energy-dissipating steel link beams, frame with buckling-restrained steel plate shear wall structure, and coupled shear wall with buckling-restrained steel plate shear wall. Constructional details, experimental studies, and calculation analyses are also introduced in this paper. |
| Keyword | shear wall; energy-dissipation; coupled shear wall with energy-dissipating steel link beam; frame with bucklingrestrained steel plate shear wall structure; coupled shear wall with buckling-restrained steel link plate |
| PP. | PP.195~203 |
| Paper File |
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