Review of seismic performance and design methods for steel concentrically braced frames

被引：0
|
作者：
Zhang W. [1 ,2 ]
Li H. [1 ,2 ]
Zeng L. [1 ,2 ]
Zhao Z. [1 ,2 ]
机构：
[1] Key Lab of Structural Dynamic Behavior and Control(Harbin Institute of Technology), Ministry of Education, Harbin
[2] Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters(Harbin Institute of Technology), Ministry of Industry and Information Technology, Harbin
来源：
Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology | 2021年 / 53卷 / 04期
关键词：
Concentrically braced frames; Literature review; Low cycle fatigue life; Reserved capacities; Seismic design method;
D O I：
10.11918/202004062
中图分类号：
学科分类号：
摘要：
This paper presents a state-of-the-art review on recent researches of seismic performance of steel concentrically braced frames and the seismic design methods in codes of practice of China and other countries, aiming at facilitating a safer and more cost-effective design and application of steel concentrically braced frames with single lateral resistant system. Limitations in current Chinese codes are discussed. It is pointed out that the low cycle fatigue performance of braces and their connections is not fully considered for steel concentrically braced frames, and there is no difference between the seismic design methods for structures with high ductility and low ductility. The contributions of semi-rigid connection of beam-column joints, vertical continuity of columns, and semi-rigid connection of column base bolts on the reserved capacities of steel concentrically braced frames with low ductility are neglected. To address these problems, following suggestions have been put forward. It is necessary to further investigate the low cycle fatigue life of braces and their connections and establish the seismic design principle to better match the low cycle fatigue life of braces and their connections. The capacity curve and low cycle fatigue damage of steel concentrically braced frames with high ductility should be analyzed to understand the laws of reduction level of seismic force and the demand of low cycle fatigue cumulative hysteresis energy. By combining force-based and energy-based design, a more reasonable seismic calculation method can be proposed. Structural reserved capacities for seismic resistance should be quantified to construct seismic design methods for steel concentrically braced frames with low ductility, so as to extend its application. Copyright ©2021 Journal of Harbin Institute of Technology.All rights reserved.
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页码：1 / 9
页数：8
相关论文
共 52 条
  • [1] Code for seismic design of buildings: GB 50011—2010
  • [2] Technical specification for steel structure of tall building: JGJ 99—2015, (2015)
  • [3] General rule for performance-based seismic design of buildings: CECS 160: 2004
  • [4] Standard for design of steel structures: GB 50017—2017, (2017)
  • [5] Seismic provisions for structural steel buildings. ANSI/AISC 341—16, (2016)
  • [6] Eurocode 8: design of structures for earthquake resistance: BS EN 1998-1: 2004, (2004)
  • [7] FAHNESTOCK L A, HINES E M, TREMBLAY R, Et al., Reserve capacity and implications for seismic collapse prevention for low-ductility braced frames in moderate seismic regions, Proceedings of the 10th National Conference in Earthquake Engineering, (2014)
  • [8] LUO Guifa, Elastic-plastic resistances of steel brace moment-resisting frame and their cooperation in dual system, (2011)
  • [9] ZHANG Wenyuan, MAI Hao, YU Haifeng, Shaking table test of special concentrically braced steel frame with pinned connections, Journal of Harbin Institute of Technology, 48, 6, (2016)
  • [10] SHEN Zuyan, HUANG Kuisheng, CHEN Yiyi, Et al., Shaking table test model with steel braced frame structure about main plant of large thermal power plant, Journal of Architecture and Civil Engineering, 23, 4, (2006)
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