TY - JOUR
AU1 - Li, Guoqiang
AU2 - Sun, Feifei
AU3 - Pang, Mengde
AU4 - Liu, Wenyang
AU5 - Wang, Haijiang
AU6 - 
AB - 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. Keywords: shear wall; energy-dissipation; coupled shear wall with energy-dissipating steel link beam; frame with buckling- restrained steel plate shear wall structure; coupled shear wall with buckling-restrained steel link plate formance. 1. Introduction As such, from the perspective of structural design against Generally, high-rise buildings are likely to experience static and dynamic forces, structures should not only have extraordinary seismic actions and wind loads; consequently, sufficient stiffness and load-carrying capacity, but also stiffness design is the primary issue in the structure des- have excellent ability to dissipate and consume the input ign. Due to extraordinary overall structural 
TI - Structural Shear Wall Systems with Metal Energy Dissipation Mechanism
JF - International Journal of High-Rise Buildings
DO - 10.21022/ijhrb.2016.5.3.195
DA - 2016-09-01
UR - https://www.deepdyve.com/lp/unpaywall/structural-shear-wall-systems-with-metal-energy-dissipation-mechanism-8ISOewKwtM
DP - DeepDyve
ER -