Anti-progressive collapse analysis for steel concentrically braced frame under vierendeel action
QIAO Huiyun1,2,WEI Jianpeng3,TIAN Limin3
1.College of Civil Engineering, Fujian University of Technology, Fuzhou 350118, China;
2.Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering, Fuzhou 350118, China;
3.College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China
Abstract:Multi-story frame structures exhibit different anti-collapse mechanisms after key components failed.The Vierendeel action is one of the important anti-progressive collapse mechanisms.The dynamic non-linear analysis considering damage and strain rate was used to simulate column-removal tests by other scholars on multi-story frames, and a theoretical model of the Vierendeel action was proposed.Then, the steel concentrically braced frame commonly used in seismic design was improved, and horizontal bracing was arranged on the top story.Finally, the horizontal bracing system was applied to the Ohio Union building.The results show that the Vierendeel action is the result of the internal forces redistribution among the vertical members, which reflects the overall stress characteristics of the frame structure.The Vierendeel action and other anti-collapse mechanisms together resist the unbalanced load.The top horizontal bracing can significantly reduce the displacement at the failure point, play the role of Vierendeel action, and improve the progressive collapse resistance of the structure.After two middle-column of the Ohio Union building fail, the bracing system transfers most of the gravity of the failed span to the adjacent structure.
[1] 李易, 陆新征, 叶列平. 基于能量方法的RC框架结构连续倒塌抗力需求分析I:梁机制[J]. 建筑结构学报, 2011, 32(11): 1-8.
Li Yi, Lu Xinzheng, Ye Lieping. Progressive collapse resistance demand of RC frame structures based on energy method I: beam mechanism [J]. Journal of Building Structures, 2011, 32(11): 1-8. (In Chinese)
[2] Bo Yang, Kang Hai Tan. Experimental tests of different types of bolted steel beam-column joints under a central-column-removal scenario [J]. Engineering Structures, 2013, 54: 112-130.
[3] 王伟, 李玲, 陈以一, 严鹏. 方钢管柱-H形栓焊混合连接节点抗连续性倒塌性能试验研究[J]. 建筑结构学报, 2014, 35(4): 92-99.
Wang Wei, Li Ling, Chen Yiyi, Yan Peng. Experimental investigation on progressive collapse behavior of WUF-B connections between SHS column and H beam [J]. Journal of Building Structures, 2014, 35(4): 92-99. (In Chinese)
[4] Dinu F, Marginean I, Dubina D. Experimental testing and numerical modelling of steel moment-frame connections under column loss [J]. Engineering Structures, 2017, 151: 861-878.
[5] Zhong WH, Meng B, Hao JP. Performance of different stiffness connections against progressive collapse [J]. Journal of Constructional Steel Research, 2017, 135: 162-175.
[6] 周育泷, 李易, 陆新征, 初明进, 任沛琪. 钢筋混凝土框架抗连续倒塌的压拱机制分析模型[J]. 工程力学, 2016, 33 (4): 34-42.
Zhou Yulong, Li Yi, Lu Xinzheng, Chu Mingjin, Ren Peiqi. An analytical model of compressive arch action of reinforced concrete frames to resist progressive collapse [J]. Engineering Mechanics, 2016, 33 (4): 34-42. (In Chinese)
[7] Sagiroglu S, Sasani M. Progressive collapse-resisting mechanisms of reinforced concrete structures and effects of initial damage locations [J]. Journal of Structural Engineering, 2013, 140 (3): 04013073.
[8] 乔惠云,杨应华,钟炜辉.中柱失效下多层框架的连续性倒塌分析与机理研究[J].振动与冲击, 2018, 37(22): 136-143.
Qiao Huiyun,Yang Yinghua, Zhong Weihui. Progressive collapse analysis and mechanism study for multi-story frame under middle-column loss [J]. Journal of vibration and shock, 2018, 37(22): 136-143. (In Chinese)
[9] Huiyun Qiao, Yinghua Yang, Jianhao Zhang. Progressive collapse analysis of multi-story moment frames with varying mechanisms [J]. Journal of Performance of Constructed Facilities, 2018, 32(4): 04018043
[10] 董志骞, 李钢, 李宏男. 多层中心支撑钢框架结构抗震性能简化评估方法[J]. 建筑结构学报, 2018, 39(05): 1-9.
Dong Zhiqian, Li Gang, Li Hongnan. A simplified method for seismic performance evaluation of MDOF steel concentrically braced frames [J]. Journal of Building Structures, 2018, 39(05): 1-9. (In Chinese)
[11] 连鸣, 苏明周, 郭艳. Y 形高强钢组合偏心支撑框架结构抗震性能简化分析方法研究[J]. 振动与冲击, 2017, 36(09): 214-224.
Lian Ming, Su Mingzhou, Guo Yan. A simplified analysis method for a seismic behaviors of Y-type high strength steel composite eccentrically braced frames [J]. Journal of vibration and shock, 2017, 36(09): 214-224. (In Chinese)
[12] 施炜, 叶列平, 陆新征, 唐代远. 不同抗震设防RC框架结构抗倒塌能力的研究[J]. 工程力学, 2011, 28(03): 41-48.
Shi Wei, Ye Lieping, Lu Xinzheng, Tang Daiyuan. Study on the collapse-resistant capacity of RC Frames with different seismic fortification levels [J]. Engineering Mechanics, 2011, 28(03): 41-48. (In Chinese)
[13] 傅传国, 蒋永生, 梁书亭. 大跨度叠层空腹桁架整体转换结构模型受力与抗震性能试验研究 [J]. 建筑结构学报, 2004, 25 (01): 36-44.
Fu Chuanguo, Jiang Yongsheng, Liang Shuting. Experimental study on bearing capacity and seismic behavior of large-span two-storied Vierendeel truss truss transfer structure [J]. Journal of Building Structures, 2004, 25 (01): 36-44. (In Chinese)
[14] Macarena SA, Robert S. Challenges and Considerations for the Retrofit of Existing Structures for Progressive Collapse [J]. Journal of Performance of Constructed Facilities, 2015, 29(5): B4014001.
[15] 李国强, 李六连, 陆勇. 平面钢框架瞬时冲击去柱抗连续性倒塌试验研究 [J]. 振动与冲击, 2017, 36(11): 48-56.
Li Guoqiang, Li Liulian, Lu Yong. Tests for progressive collapse of planar steel frames under a column sudden removal [J]. Journal of vibration and shock, 2017, 36(11): 48-56. (In Chinese)
[16] 谢甫哲, 舒赣平. 平面钢框架结构抗倒塌动力试验研究 [J]. 建筑结构学报, 2016, 37 (12): 144-152.
Xie Fuzhe, Shu Ganping. Dynamic experiment on collapse-resistant behavior of plane steel frame structure [J]. Journal of Building Structures, 2016, 37 (12): 144-152. (In Chinese)
[17] 周天华, 李文超, 管宇, 白亮. 基于应力三轴度的钢框架循环加载损伤分析[J]. 工程力学, 2014, 31(07): 146-155.
Zhou Tianhua, Li Wenchao, Guan Yu, Bai Liang. Damage analysis of steel frames under cycle load based on stress triaxiality [J]. Engineering Mechanics, 2014, 31(07): 146-155. (In Chinese)
[18] Scholl Nicola, Minuth-Hadi Florian, Thiele Klaus. Modelling the strain rate dependent hardening of constructional steel using semi-empirical models [J]. Journal of Constructional Steel Research, 2018, 145: 414-424.
[19] Wijesundara K K, Nascimbene R, Rassati Gian A. Evaluation of the seismic performance of suspended zipper column concentrically braced steel frames [J]. Journal of Constructional Steel Research, 2018, 150: 452-461.
[20] Brian I. Song, Halil Sezen. Experimental and analytical progressive collapse assessment of a steel frame building [J]. Engineering Structures, 2013, 56: 664-672.