[1]聂桂波,王薇,杜柯,等.大跨空间结构抗震理论发展综述[J].世界地震工程,2020,(02):021-34.
 NIE Guibo,WANG Wei,DU Ke,et al.A review and prospect of the seismic design theory for large span spatial structures[J].,2020,(02):021-34.
点击复制

大跨空间结构抗震理论发展综述
分享到:

《世界地震工程》[ISSN:/CN:]

卷:
期数:
2020年02期
页码:
021-34
栏目:
出版日期:
2020-04-10

文章信息/Info

Title:
A review and prospect of the seismic design theory for large span spatial structures
作者:
聂桂波 王薇 杜柯 王多智 马加路
中国地震局工程力学研究所, 中国地震局地震工程与工程地震重点实验室, 哈尔滨 150080
Author(s):
NIE Guibo WANG Wei DU Ke WANG Duozhi MA Jialu
Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, 150080, China
关键词:
大跨空间结构抗震性能评估基于性态的抗震设计地震可恢复性理论地震可恢复性评价方法韧性城乡
Keywords:
large span spatial structuresseismic performance evaluationperformance-based seismic designseismic recoverability theoryevaluation method of seismic recoverabilityresilience of urban and rural
分类号:
TU393.3
摘要:
大跨空间结构由于其体量大且多作为人流密集的公共场所,因而在各种非常规荷载作用下破坏将造成更大的经济损失、人员伤亡和社会影响。系统的从以下3个方面总结了近年来大跨空间结构抗震理论所取得的主要进展:(1)大跨空间结构精细化的抗震性能评估理论,主要包括材料本构模型、地震动多点输入和结构强非线性模拟;(2)大跨空间结构抗震性能提升与修复技术,主要包括结构减震技术和隔震技术的研究与应用;(3)大跨空间结构抗震设计理论与方法,主要包括基于性态的设计方法和功能可恢复性的抗震设计方法。通过以上部分的系统总结和论述,形成大跨空间结构统一的抗震设计指导思想,并对此类结构的抗震研究的发展趋势和方向进行展望,从而为大跨空间结构设计、施工和监测提供借鉴。
Abstract:
The large span spatial structures, which characterized as large-scale buildings and public places with a large number of people flow, could cause greater economic losses, casualties and social impacts under various abnormal loads. In this paper, the main progress of seismic design theory of large span spatial structure in recent years is summarized from the following three aspects. (1) The theory of seismic performance evaluation for large span spatial structure mainly includes material constitutive model, ground motion multi-point input and simulation of structural strong nonlinearity; (2) The seismic performance improvement and repair technology of large span spatial structure mainly includes the research and application of structural vibration reduction technology and structural isolation technology; (3) The theory and method of seismic design for large span spatial structures, including performance-based seismic design and seismic design method with functional recovery. Through systematic summary and discussion, the unified seismic design guidelines for large span spatial structures, the development trend of seismic study on this structure and the direction of the future are discussed, which could lay a foundation for the design, construction and monitoring of large span space structures.

参考文献/References:

[1] 杨卫. 基于延性撕裂过程的缺陷评定方法[J]. 力学学报. 1987, 19(6):516-523. YANG Wei. A defect assessment procedure based on ductile tearing processes[J].Acta Mechanica Sinica. 1987, 19(6):516-523. (in Chinese)
[2] YANG W, WEI Y G. Progressive damage along link bands in fibre-reinforced composite blocks under compression[J]. International of Damage Mechanics. 1992, 1:80-101.
[3] YANG W, SHIH C F. Fracture along an inter-layer[J]. International Journal of Solids and Structures. 1994, 31:985-1002.
[4] 周储伟, 杨卫, 方岱宁. 金属基复合材料的强度与损伤分析[J]. 固体力学学报. 2000, 21(2):161-165. ZHOU Chuwei, YANG Wei, FANG Daining. Strength and damage analysis of mrtal matrix composites[J]. Acta Mechanica Solida Sinica. 2000, 21(2):161-165.(in Chinese)
[5] 杨卫, 孙庆平, 黄克智. 固体的宏细观本构理论与断裂[J]. 自然科学进展. 1993, 3(6):515-524. YANG Wei, SUN Qingping, HUANG Kezhi. Macroscopic and microscopic constitutive theory and fracture of solids[J]. Progress in Natural Science, 1993, 3(6):515-524(in Chinese)(in Chinese)
[6] 杨卫. 细观力学和细观损伤力学[J]. 力学进展. 1992, 22(1):1-9. YANG Wei. Meso-mechanics and meso-damage mechanics[J]. Advance in Mechanics. 1992, 22(1):1-9.(in Chinese)
[7] 杨庆生, 杨卫. 断裂过程的有限元模拟[J]. 计算力学学报. 1997, 14(4):407-412. YANG Qingshen, YANG Wei. Finite element simulation of fracture process[J].Chinese Journal of Computational Mechanics. 1997, 14(4):407-412. (in Chinese)
[8] PARK Y J, ANG A H S. Mechanistic seismic damage model for reinforced concrete[J]. Journal of Structural Engineering, ASCE. 1985, 111(4):722-739.
[9] PARK Y J, ANG A H S, WEN Y W. Seismic damage analysis of reinforced concrete buildings[J]. Journal of Structural Engineering, ASCE. 1985, 111(4):740-757.
[10] 朱伯龙, 董振祥. 钢筋混凝土非线性分析[M].同济大学出版社, 1985. ZHU Bolong, DONG Zhenxiang. Nonlinear Analysis of Reinforced Concrete[M]. Tongji University Press, 1985(in Chinese)
[11] LAI S S, WILL G T. R/C space frames with column axial force and biaxial bending monment interaction[J]. Journal of Structure Engineering, ASCE. 1986, (7):1553-1572.
[12] SAIIDI M, GHUSN G E, JIANG Y. A five-spring element for biaxially bent R/C columns[J]. Journal of Structure Engineering, ASCE. 1989, (2):398-416.
[13] GAO S B, USAMI T, GE H B. Ductility evaluation of steel bridge piers with tubes sections[J]. Journal of Structural Mechanism, ASCE, 1998, 124(3):260-267.
[14] KUMAR S, USAMI T. Damage evaluation in steel box columns by cyclic loading tests[J]. Journal of Structure Engineering, ASCE. 1996, 122(6):626-634.
[15] KUMAR S, USAMI T. A note on the evaluation of damage in steel structures under cyclic loading[J]. Journal of Structure Engineering, Tokyo, Japan, 1994, 40A, 177-188.
[16] 沈祖炎, 董宝, 曹文衔. 结构损伤累积分析的研究现状和存在的问题[J]. 同济大学学报. 1997, 25(2):135-140. SHEN Zuyan, DONG Bao, CAO Wenxian. Development and evaluation of researches on damage cumulation analysis building structures[J]. Journal of Tongji University. 1997, 25(2):135-140.(in Chinese)
[17] 董宝, 沈祖炎. 空间钢构件考虑损伤累积效应的恢复力模型及试验验证[J]. 上海力学. 1999, 20(4):341-347. DONG Bao, SHEN Zuyan. A hysteretic model and test verification for space steel member with consideration of the damage cumulation effects[J]. Shanghai Journal of Mechanics. 1999, 20(4):341-347.(in Chinese)
[18] 沈祖炎, 沈苏. 高层钢结构考虑损伤累积及裂纹效应的抗震分析[J]. 同济大学学报, 2002, 30(4):393-398. SHEN Zuyan, SHEN Su. Seismic analysis of tall steel structures with damage cumulation and fracture effects[J]. Journal of Tongji University, 2002, 30(4):393-398.(in Chinese)
[19] 董宝, 沈祖炎, 孙飞飞. 考虑损伤累积影响的钢柱空间滞回过程的仿真[J]. 同济大学学报, 1999, 27(1):11-15. DONG Bao, SHEN Zuyan, SUN Feifei. Simulation of spatial hysteretic behavior of steel columns considering effects of damage accumulation[J]. Journal of Tongji University, 1999, 27(1):11-15.(in Chinese)
[20] 丁阳, 郭峰, 李忠献. 地震作用下空间网架结构考虑损伤累积效应的弹塑性分析[J]. 工程力学, 2005, 22(1):54-58. DING Yang, GUO Feng, LI Zhongxian. Elasto-plastic analysis of spatial trusses under earthquake eexcitations considering damage accumulation effect[J]. Engineering Mechanics, 2005, 22(1):54-58.(in Chinese)
[21] 支旭东,范峰,沈世钊. 材料损伤累积在网壳强震失效研究中的应用[J]. 哈尔滨工业大学学报, 2008,40(2):169-173. ZHI Xudong, FAN Feng, SHEN Shizhao. Application of material damage cumulation in reticulated shells under severe earthquakes[J]. Journal of Harbin Institute of Technology, 2008, 40(2):169-173.(in Chinese)
[22] NIE G B, FAN F, ZHI XD. A constitutive model for circular steel pipe by spatial hysteretic test[J]. Advances in Structural Engineering. 2012,15(8):1278-1290.
[23] NIE GUIBO, ZHI XUDONG, FAN FENG, et al. Seismic performance evaluation of single-layer reticulated dome and its fragility analysis[J]. Journal of Constructional Steel Research. 2014,100:176-182.(in Chinese)
[24] 支旭东, 聂桂波, 范峰, 等. 大跨度单层球面网壳的损伤模型及强震失效[J]. 哈尔滨工业大学学报, 2009, 41(8):6-11. ZHI Xudong, NIE Guibo, FAN Feng, et al. Damage model and failure mechanism of long-span single-layer reticulated domes under earthquake[J]. Journal of Harbin Institute of Technology, 2009, 41(8):6-11(in Chinese)
[25] ZHI X D, NIE G B, FAN F,et al. Vulnerability and risk assessment of single-layer reticulated domes subjected to earthquakes[J]. Journal of Structural Engineering, ASCE. 2012, 138(12):1505-1504.
[26] NIE Guibo, ZHANG Chenxiao, ZHI Xudong, et al. Damage quantification, damage limit state criteria and vulnerability analysis for single-layer reticulated shell. Thin-Walled Structures, 2017, 120:378-385.
[27] 聂桂波.空间网格结构构件空间滞回性能试验与精细化本构模型研究[D]. 哈尔滨:哈尔滨工业大学, 2008. NIE Guibo. Research on spatial hysteretic experiment and constitutive equation for element of reticulated shells[D]. Harbin:Harbin Institute of Technology, 2008.(in Chinese)
[28] 蓝天. 空间钢结构的应用与发展[J]. 建筑结构学报, 2001, 22(4):2-8. LAN Tian. Application and development of steel spatial structure[J]. Journal of Building Structure, 2001, 22(4):2-8.(in Chinese)
[29] 郭全全, 张文芳, 吴桂英, 等. 中国国家大剧院结构地震分析[J]. 工程力学, 2003, 20(2):43-48. GUO Quanquan, ZHANG Wenfang, WU Guiying, et al. Structural seismic analysis of chinese national grand theatre[J].Engineering Mechanics, 2003, 20(2):43-48. (in Chinese)
[30] DER KIUREGHIAN A. A coherency model for spatially varying ground motions[J]. Earthquake Engineering and Structural Dynamics, 1996, 25(1):99-111.
[31] LUCO J E, WONG H L. Response of a rigid foundation to a spatially random ground motion[J]. Earthquake Engineering and Structural Dynamics, 1986, 14(6):891-908.
[32] SOMERVILLE P G, MELAREN J P, SEN M K, et al. The influence of site conditions on the spatial incoherence of ground motions[J]. Structural Safety, 1991, 10(1):1-13.
[33] YANG Q S, CHEN Y J. A practical coherency model for spatially varying ground motions[J]. Earthquake Engineering and Mechanics, 2000, 9(2):141-152.
[34] HARICHANDRAN R S, VANMARCKE E H. Stochastic variation of earthquake ground motion in space and time[J]. Journal of Engineering Mechanics. 1986, 112(4):154-174.
[35] LOH C H, YEH Y T. Spatial variation and stochastic modeling of seismic differential ground movement[J]. Earthquake Engineering and Structure Dynamics, 1988, 16(4):583-596.
[36] HAO H, OLIVEIRA C S, PENZIEN J. Multiple-station ground motion processing and simulation based on SMART-1 array data[J]. Nuclear Engineering and Design, 1989, 111(3):293-310.
[37] ABRAHAMSON N A, SCHNEIDER J F, STEPP J C. Empirical spatial coherency functions for application to soil-structure interaction analysis[J]. Earthquake Spectra, 1991, 7(1):1-27
[38] 屈铁军,王君杰,王前信. 空间变化的地震动功率谱的实用模型[J]. 地震学报, 1996, 18(1):55-62. QU Tiejun, WANG Junjie, WANG Qianxin. A practical model of spatial variation of ground motion power spectrum[J]. Earthquake Science, 1996, 18(1):55-62.(in Chinese)
[39] YE J H, PAN J L, LIN X M. Vertical coherency function model of spatial ground motion[J]. Earthquake Engineering and Engineering Vibration, 2011, 10(3):403-415.
[40] 苏亮, 董石麟. 水平行波效应下周边支承大跨度单层球面网壳的地震反应[J]. 空间结构, 2006, 12(3):24-30. SU Liang, DONG Shilin. Seismic response of a large span single layer reticular dome with surrounding columns considering horizontal wave passage effect[J]. Spatial Structure, 2006, 12(3):24-30.(in Chinese)
[41] 刘枫, 肖从真, 徐自国, 等. 首都机场3号航站楼多维多点输入时程地震反应分析[J]. 建筑结构学报, 2006, 27(5):56-63. LIU Feng, XIAO Congzhen, XU Ziguo, et al. Time-history analysis of terminal 3 of the Capital Airport under multi-support and multi-dimension seismic excitation[J]. Journal of Building Structure, 2006, 27(5):56-63.(in Chinese)
[42] 田利,李宏男. 地震动差动下高压输电塔-线体系的纵向反应[J]. 地震工程与工程振动, 2008, 28(1):117-122. TIAN Li, LI Hongnan. Longitudinal response of the power transmission tower-line system considering seismic differential motion[J].Journal of Earthquake Engineering and Engineering Vibration, 2008, 28(1):117-122.(in Chinese)
[43] 张启灵, 伍鹤皋. 行波效应对大型水电站厂房地震响应的影响[J]. 振动与冲击, 2010,29(6):76-80. ZHANG Qiling, WU Hegao. Traveling wave effecton seismic response of large-scale hydropower house[J]. Journal of Vibration and Shock, 2010,29(6):76-80.(in Chinese)
[44] 丁阳, 张笈玮, 李忠献. 部分相干效应对大跨度空间结构随机地震响应的影响[J]. 工程力学, 2009, 26(3):86-91. DING Yang, ZHANG Jiwei, LI Zhongxian. Influence of partial coherence effect on random seismic responses of long-span spatial structures[J]. Engineering Mechanics, 2009, 26(3):86-91.(in Chinese)
[45] 杨庆山, 刘文华, 田玉基. 国家体育场在多点激励作用下的地震反应分析[J]. 土木工程学报, 2008, 41(2):35-41. YANG Qingshan, LIU Wenhua, TIAN Yuji. Response analysis of national stadium under specially variable earthquake ground motions[J]. China Civil Engineering Journal, 2008, 41(2):35-41.(in Chinese)
[46] 李玉刚. 大跨结构地震空间相关性效应研究[D]. 哈尔滨工业大学硕士学位论文,2009. LI Yugang. Study of relevant spatial effects of earthquakes on big-spanned structures[D]. Harbin Institute of Technology,2009.(in Chinese)
[47] 李玉刚. 单层球面网壳结构地震空间效应研究[D]. 哈尔滨工业大学博士学位论文,2014. LI Yugang. Effects of spatial seismic excitations on single-layer reticulated domes[D]. Harbin Institute of Technology,2014.(in Chinese)
[48] 范峰, 李玉刚, 支旭东, 等. 地震多点输入下K8单层球面网壳结构响应研究[J]. 土木工程学报, 2012, 45(1):112-116. FAN Feng, LI Yugang, ZHI Xudong, et al. Structural response analysis of K8 single-layer reticulated shell structures under multiple support excitations[J]. China Civil Engineering Journal, 2012, 45(1):112-116.(in Chinese)
[49] 支旭东, 范峰, 沈世钊. 基于模糊综合判定的网壳结构强震失效模式研究[J]. 工程力学, 2010, 27(1):63-68. ZHI Xudong, FAN Feng, SHEN Shizhao. Failure modes of reticulated shells subected to earthquakes[J]. Engineering Mechanics, 2010, 27(1):63-68.(in Chinese)
[50] 支旭东, 谢礼立. 网壳结构损伤研究在性能抗震设计中的应用[C]. 第十六届全国结构工程学术会议论文集, 太原. 2007:293-296. ZHI Xudong, XIE Lili. Application of damage of reticulated shells for performance-based anti-seismic[C]. The 16th national academic conference on structural engineering,Taiyuan, 2007:293-296.(in Chinese)
[51] ISHIKAWA K. Evaluation method for predicting dynamic collapse of double layer latticed space truss structures due to earthquake motion[J]. International Journal of Space Structures. 2000, (3&4):249-258.
[52] MURATA M, HIRATA M. Nonlinear dynamic analysis system for large-scale space structures under multiple loadings[C]. Proc. of IASS Symposium 2001, Nagoya, Japan.
[53] 王开强. 空间框架结构连续性倒塌评估的实用方法研究[D].上海:同济大学,2009:75-77. WANG Kaiqiang. Research on practical method for continuous collapse evaluation of space frame structure[D]. Shanghai:Tongji University,2009:75-77(in Chinese)
[54] MLAKAR P F, DUSENBERRY D O, HARRIS J R.The Pentagon building performance report[R]. Reston,Virginia, USA:Americal Society of Civil Engineers, 2003.
[55] KIM J, AN D. Evaluation of progressive collapse potential of steel moment frames considering catenary action[J].Structural Design of Tall and Special Buildings, 2009, 18(4):455-465.
[56] 李娜, 李爱群. 大跨空间结构连续倒塌分析与控制设计研究进展[C]//陈肇元,钱稼茹. 建筑与工程结构抗倒塌分析与设计. 北京:中国建筑工业出版社,2010:114-122. LI Na, LI Aiqun. Research progress on continuous collapse analysis and control design of long-span spatial structures[C]//Chen Zhaoyuan, Qian Jiaru. Analysis and design of anti collapse of building and engineering structure, Beijing:China Architecture and Building Press,2010:114-122(in Chinese)
[57] 傅学怡, 黄俊海. 结构抗连续倒塌设计分析方法探讨[J]. 建筑结构学报, 2009, 30(增刊1):195-199. FU Xueyi, HUANG Junhai. Structural design methods to prevent progressive collapse[J].Journal of Building Structure, 2009, 30:195-199.(in Chinese)
[58] DUSENBERRY D O, HAMBURGER R O. Practical means for energy-based analyses of disproportionate collapse potential[J]. Journal of Performance of Constructed Facilities, 2006, 20(4):336-348.
[59] LEE C H, KIM S, HAN K H, et al. Simplified nonlinear progressive collapse analysis of welded steel moment frames[J]. Journal of Constructional Steel Research, 2009, 65(5):1130-1137.
[60] IZZUDDIN B A,VLASSIS A G, ELGHAZOULI A Y, et al.Progressive collapse of multi-storey buildings due to sudden column loss:part 1:simplified assessment framework[J]. Engineering Structures,2008, 30(5):1308-1318.
[61] AGARWAL J, BLOCKLEY D I, WOODMAN N J. Vulnerability of structural systems[J]. Structural Safety, 2003, 25(3):263-286.
[62] 胡晓斌, 钱稼茹. 结构连续倒塌分析改变路径法研究[J]. 四川建筑科学研究, 2008, 34(4):8-13. HU Xiaobin, QIAN Jiaru. Study on alternate path method of structural progressive collapse analysis[J]. Sichuan Building Science, 2008, 34(4):8-13.
[63] ASTANEH-ASL A, MADSEN E A, NOBLE C, et al. Use of catenary cables to prevent progressive collapse of buildings[J]. Report Number UCB/CEE-Steel-2001, 2001, 2.
[64] 易伟建, 何庆锋, 肖岩. 钢筋混凝土框架结构抗倒塌性能的试验研究[J]. 建筑结构学报, 2007, 28(5):104-109. YI Weijian, HE Qinfeng, XIAO Yan. Collapse performance of RC frame structure[J].Journal of Building Structure, 2007, 28(5):104-109.(in Chinese)
[65] SASANI M, BAZAN M, SAGIROGLU S. Experimental and analytical progressive collapse evaluation of actual reinforced concrete structure[J]. ACI Structural Journal, 2007, 104(6):731-739.(in Chinese)
[66] YI W J, HE Q F, XIAO Y, et al. Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures[J].ACI Structural Journal, 2008, 105(4):433-439.
[67] 高山, 郭兰慧, 吴兆旗,等.关键柱失效后组合框架抗倒塌试验研究及理论分析[J].建筑结构学报, 2013, 34(4):43-48. GAO Shan, GUO Lanhui, WU Zhaoqi, et al. Experimental and analytical studies on performance of composite frame under column loss[J].Journal of Building Structure, 2013, 34(4):43-48.(in Chinese)
[68] 陈俊岭, 彭文兵, 黄鑫. 二层钢框架-组合楼板体系抗倒塌试验研究[J].同济大学学报:自然科学版, 2012, 40(9):1300-1305. CHEN Junling, PENG Wenbing, HUANG Xin. Experimental study on progressive collapse resistance of two-storey steel moment-frame with composite slabs[J]. Journal of Tongji University(Nature Science), 2012, 40(9):1300-1305.(in Chinese)
[69] SUITA K, YAMADA S, TADA M, et al. Collapse experiment on 4-story steel moment frame:part 2 detail of collapse behavior[C]. Proceedings of the 14th world conference on earthquake engineering, Beijing, China. 2008(S17-01):011.
[70] 王磊, 陈以一, 李玲, 等. 引入初始破坏的桁梁结构倒塌试验研究[J]. 同济大学学报(自然科学版), 2010,38(5):644-649. WANG Lei, CHEN Yiyi, LI Ling, et al. Experimental study on beam-truss structure model by introducing incipient failure in collapse[J]. Journal of Tongji Univercity (Natural Science), 2010,38(5):644-649. (in Chinese)
[71] 丁北斗, 吕恒林, 李贤, 等. 基于重要杆件失效网架结构连续倒塌动力试验研究[J]. 振动与冲击, 2015,34(23):106-114. DING Beidou, LU Henglin, LI Xian, et al. Tests for dynamical progressive collapse of a grid structure based on key member failure[J]. Journal of Viberation and Shock, 2015,34(23):106-114.(in Chinese)
[72] 赵宪忠, 闫伸, 陈以一. 空间网格结构抗连续性倒塌试验研究[J]. 建筑结构学报, 2016, 37(6):1-8. ZHAO Xianzhong, YAN Shen, CHEN Yiyi. Progressive collapse test of a space frame structure[J]. Journal of Building Structures, 2016, 37(6):1-8.(in Chinese)
[73] NIE Guibo, ZHI Xudong, FAN Feng,et al. Failure pattern of singe-layer reticulated dome under severe earthquake and its shaking table test[J]. International Journal of Steel Structures. 2014,14(2):399-409.
[74] HAKUNO M, MEGURO K. Simulation of concrete-frame collapse due to dynamic loading[J]. Journal of Engineering Mechanics, 1993, 119(9):1709-1723.
[75] 顾祥林, 印小晶, 林峰, 王英. 建筑结构倒塌过程模拟与防倒塌设计[J]. 建筑结构学报, 2010, 31(6):179-187. GU Xianglin, YIN Xiaojing, LIN Feng,et al. Simulation of collapse process and design method to resist collapse for building structures[J]. Journal of Building Structures,, 2010, 31(6):179-187.
[76] KWASNIEWSKI L. Nonlinear dynamic simulations of progressive collapse for a multistory building[J]. Engineering Structures, 2010,32(5):1223-1235.
[77] WANG W M, LI H N, TIAN L. Progressive collapse analysis of transmission tower-line system under earthquake[J]. Advanced Steel Construction, 2013, 9(2):161-172.
[78] 陆新征, 林旭川, 叶列平, 等. 地震下高层建筑连续倒塌的数值模型研究[J]. 工程力学, 2010, 27(11):64-70. LU Xinzheng, LIN Xuchuan, YE Lieping,et al. Numerical models foe earthquake induced progesssive collapse of high-rise buildings[J]. Engineering Mechanics, 2010, 27(11):64-70.(in Chinese)
[79] ALASHKER Y, EL-TAWIL S. Progressive collapse resistance of steel-concrete composite floors[J]. Journal of Structural Engineering, ASCE, 2009, 136(10):563-568.
[80] NIE Guibo, ZHANG Chenxiao, ZHI Xudong, et al. Damage quantification, damage limit state criteria and vulnerability analysis for single-layer reticulated shell[J]. Thin-Walled Structures. 2017, 120:378-385.
[81] ZHANG Chenxiao, NIE Guibo, DAI Junwu,et al. Experimental studies of the seismic behavior of double-layer lattice space structures I:experimental verification[J]. Engineering Failure Analysis,2016,64:85-96.
[82] MUNJIZA A, BANGASH T, AND JOHN N W M. The combined finite-discrete element method for structural failure and collapse[J].Engineering Fracture Mechanics, 2004, 71(4-6):469-483.
[83] 喻莹, 罗尧治. 基于有限质点法的结构倒塌破坏研究Ⅱ:关键问题与数值算例[J].建筑结构学报, 2011, 32(11):27-35. YU Ying, LUO Yaozhi. Structural collapse analysis based on finite particle method II:key problems and numerical examples[J].Journal of Building Structures, 2011, 32(11):27-35. (in Chinese)
[84] 宣纲, 顾祥林, 吕西林. 强震作用下混凝土框架结构倒塌过程的数值分析[J].地震工程与工程振动, 2003, 23(6):24-30. XUAN Gang, GU Xianglin, LU Xilin. Numerical analysis of collapse process for RC frame structures subjected to strong earthquakes[J].Journal of Earthquake Engineering and Engineering Vibration, 2003, 23(6):24-30.(in Chinese)
[85] KAEWKULCHAI G, WILLIAMSON E B. Beam element formulation and solution procedure for dynamic progressive collapse analysis[J].Computers and Structures, 2004, 82(7/8):639-651.
[86] The Building Regulations. Approved documents A3:Disproportionate Collapse[S]. UK:Department for Transport, Local Government and the Regions, DTLR, 2010.
[87] EUROPEAN Committee for Standardization. EN 1991-1-7:Actions on structures-Part 1-7:General Actions-Accidental Actions[S]. Brussels:European Committee for Standardization, 2010.
[88] DOD. Design of Buildings to Resist Progressive Collapse. Unified facilities criteria (UFC) 4-023-03[S]. USA:US Department of Defense (DoD), 2013.
[89] GSA. Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects[S]. USA:US General services Administration (GSA), 2005.
[90] JSSC. Guidelines for Collapse Control Design:Construction of Steel Buildings with High Redundancy I Design[S]. Japan:Japanese Society of Steel and Construction (JSSC) and Council on Tall Buildings and Urban Habitat (CTBUH), 2005.
[91] JSSC. Guidelines for Collapse Control Design:II Research[S]. Japan:Japanese Society of Steel and Construction (JSSC) and Council on Tall Buildings and Urban Habitat (CTBUH), 2005.
[92] CHANG K C, SOONG T T, Oh S T, et al. Seismic behavior of steel frame with added viscoelastic dampers[J]. Journal of Structural Engineering 1995,121(10):1418-1426.
[93] CAMERON J BLACK, NICOS MAKRIS. Viscous heating of fluid dampers under small and large amplitude motions:experimental studies and parametric modeling[J]. Journal of Engineering Mechanics,2007,133(5):566-577.
[94] LYANYWAN LU, GINGLONG LIN. Improvement of near-fault seismic isolation using a resettable variable stiffness damper[J]. Engineering Structures 31(2009) 2097-2114.
[95] LI ZhongXian, LV Yang, XU Longhe, et al. Experimental studies on nonlinear seismic control of a steel-concrete hybrid structure using MR dampers[J]. Engineering Structures,2013, 49:248-263.
[96] SADEGH ETEDALI, MOHAMMAD REZA SOHRABI, SAEED TAVAKOLI. Optimal PD/PID control of smart base isolated buildings equipped with piezoelectric friction dampers[J]. Earthquake Engineering and Engineering Vibration, 2013,12:39-54.
[97] JASON MCCORMICK, REGINALD DESROCHES, DAVIDE FUGAZZA, et al. Seismic assessment of concentrically braced steel frames with shape memory alloy braces[J]. Journal of Structural Engineering, 2007,133(6):862-870.
[98] CLARK P. Evaluation of design methodologies for structures incorporating steel unbonded braces for energy dissipation[C]. 12th World Conference on Earthquake Engineering, Proceedings, New Zealand Society for Earthquake Engineering, 2000:2240-2250.
[99] BLACK C, MAKRIS N, AIKEN I. Component testing, stability analysis and characterization of buckling-restrained unbounded braces[R]. PEER Report, Pacific Earthquake Engineering Research Center College of Engineering, 2002.
[100] BLACK C, MAKRIS N, AIKEN I. Component testing, seismic evaluation and characterization of buckling-restrained braces[J]. ASCE, Journal of Structural Engineering, 2004, 130:880-894.
[101] TSUYOSHI HIKINO; TAICHIRO OKAZAKI; KOICHI KAJIWARA, et al. Out-of-Plane Stability of Buckling-Restrained Braces Placed in Chevron Arrangement[J]. Journal of Structural Engineering, 2013,139(11):1812-1822.
[102] ROBERT TREMBLAY, LAURE PONCET. Seismic performance of concentrically braced steel frames in multistory buildings with mass irregularity[J]. Journal of Structural Engineering,2005,131(9):1363-1375.
[103] GOKHAN PEKCAN, AHMAD M ITANI, CHRISTIN LINKE. Enhancing seismic resilience using truss girder frame systems with supplemental devices[J]. Journal of Constructional Steel Research 94(2014) 23-32.
[104] TSAI C S, LIN YUNGCHANG, CHEN WENSHIN,et al. Mathematical modeling and full-scale shaking table tests for multi-curve buckling restrained braces[J]. Earthquake Engineering and Engineering Vibration. (2009) 8:359-371.
[105] 汪家铭,中岛正爱,陆烨. 屈曲约束支撑体系的应用与研究进展[J]. 建筑钢结构进展,2005, 7(1):1-12. UANG Chiaming, NAKASHIMA Masayoshi, LU Ye. The practice and research development of bucking-restrained braced frames[J]. Progress in Steel Building Structures,2005, 7(1):1-12.(in Chinese)
[106] 李国强,胡宝琳. 屈曲约束支撑滞回曲线模型和刚度方程的建立[J]. 地震工程与工程振动, 2007, (2):26-31. LI Guoqiang, HU Baolin. Establishing of hysteresis curve model and stiffness formula forbuckling-restrained brace[J].Journal of Earthquake Engineering and Engineering Vibration, 2007, (2):26-31.(in Chinese)
[107] 申波, 邓长根. 改善受压构件屈曲性能的组建和装置[J]. 科学技术与工程, 2006, 6(13):1983-1988. SHEN Bo, DENG Changgen. Components and devices of improving buckling behaviour for compression member[J]. Science Technology and Engineering, 2006, 6(13):1983-1988.(in Chinese)
[108] 李妍,吴斌,王倩颖, 等. 防屈曲钢支撑阻尼器的试验研究[J]. 土木工程学报, 2006, 39(7):9-14. LI Yan, WU Bin, WANG Qianying,et al. An experim entalstudy of anti-buckling steeldam ping-braces[J]. China Civil Engineering Journal,2006, 39(7):9-14.(in Chinese)
[109] 郭彦林,江磊鑫. 型钢组合装配式防屈曲耗能支撑性能及设计方法研究[J]. 建筑结构, 2010, 40(1):38-43. GUO Yanlin, JIANG Leixin. Behavior and application of buckling-restrained braces assembled with section steels[J]. Building Structures, 2010, 40(1):38-43.(in Chinese)
[110] 李柏,张毅刚. 防屈曲支撑在网架结构减震中的布置方案研究[C]. 第八界全国现代结构工程学术研讨会, 2008:785-791. LI Bai, ZHANG Yigang. Study on the arrangement of buckling restrained brace support in the damping of grid structure[C]. The 8th National Symposium on Modern Structural Engineering, 2008:785-791.(in Chinese)
[111] 王秀丽,陈明. 一种适用于杆系结构的屈曲约束支撑的有限元分析[J]. 兰州理工大学学报, 2007, 33(3):124-127. WANG Xiuli, CHEN Min. FEM analysis of a kind of buckling-restrained brace fit in space truss structure[J]. Journal of Lanzhou University of Technology, 2007, 33(3):124-127.(in Chinese)
[112] XIANG Nailiang, LI Jianzhong. Experimental and numerical study on seismic sliding mechanism of laminated-rubber bearings[J]. Engineering Structures,2017, 141:159-174.
[113] ALI KARBAKHSH RAVARI, ISMAIL BIN OTHMAN, ZAINAH BINTI IBRAHIM, et al. P-Δ and end rotation effects on the influence of mechanical properties of elastomeric isolation bearings[J]. Journal of Structural Engineering,2012,138(6):669-675.
[114] DONATELLO CARDONE, GIUSEPPE PERRONE. Critical load of slender elastomeric seismic isolators:An experimental perspective[J].Engineering Structures,2012, 40:198-204.
[115] HU Kai, ZHOU Ying, JIANG Li, et al. A mechanical tension-resistant device for lead rubber bearings[J]. Engineering Structures,2017, 152:238-250.
[116] SHI Zhifei, CHENG Zhibao, XIANG Hongjun. Seismic isolation foundations with effective attenuation zones[J]. Soil Dynamics and Earthquake Engineering,2014,57:143-151.
[117] ZHAO Chunfeng, CHEN Jianyun. Numerical simulation and investigation of the base isolated NPPC building under three-directional seismic loading[J]. Nuclear Engineering and Design,2013, 265:484-496.
[118] FARSHAD HEDAYATI DEZFULI, LI SHUAI, SHAHRIA ALAM M, et al. Effect of constitutive models on the seismic response of an SMA-LRB isolated highway bridge[J]. Engineering Structures,2017, 148:113-125.
[119] GIANLUCA NESTOVITO, ANTONIO OCCHIUZZI. Implementation of smart-passive dampers combined with double concave friction pendulum devices to retrofit an existing highway viaduct exploiting the seismic early warning information[J]. Engineering Structures,2016, 120:58-74.
[120] HWANG J S, HUNG C F, HUNG Y N, et al. Design force transmitted by isolation system composed of lead-rubber bearings and viscous dampers[J]. International Journal of Structural Stability and Dynamics,2010,10(2):287-298.
[121] ZAYAS V, LOW S, MAHIN S. The FPS earthquake resisting system[R]. Technical Report UCB/EERC-87/01, University of California, Berkeley, 1987.
[122] TSAI C S, SU H C, CHIANG T C. Equivalent series system to model a multiple friction pendulum system with numerous sliding interfaces for seismic analyses[J]. Earthquake Engineering and Engineering Vibration, 2014,13:85-99.
[123] KIM YOUNGSUK, YUN CHUNGBANG. Seismic response characteristics of bridges using double concave friction pendulum bearings with tri-linear behavior[J]. Engineering Structures 29(2007) 3082-3093.
[124] KIM YONGCHUL, XUE SUDUO, ZHUANG PENG,et al. Seismic isolation analysis of FPS bearings in spatial lattice shell structures[J]. Earthquake Engineering and Engineering Vibration, 2010,9:93-102.
[125] NHAN D DAO, KERI L RYAN. Computational simulation of a full-scale, fixed-base, and isolated-base steel moment frame building tested at E-Defens[J]. Journal of Structural Engineering, 2014,140, A4014005-1 to A4014005-13.
[126] MANISH KUMAR, ANDREW S WHITTAKER. Effect of seismic hazard definition on isolation-system displacements in nuclear power plants[J]. Engineering Structures,2017, 148:424-435.
[127] 江子政. 复摆隔震器于防震工程之应用[D]. 台中:逢甲大学博士学位论文, 2004. JIANG Zizheng. Application of compound pendulum vibration isolator in seismic engineering[D]. Taichung:doctoral dissertation of Feng Chia University, 2004.(in Chinese)
[128] 吴政彦. 变曲率滑动隔震结构之试验与分析[D]. 高雄:国立高雄第一科技大学硕士学位论文, 2004. WU Chengyen. Experiment and analysis of isolated structure with variable curvature sliding isolation[D]. Kaohsiung:National Kaohsiung University of Science and Technology Institutional Repository, 2004.(in Chinese)
[129] 卢炼元, 洪俊宏, 葉士玮. 变频式滑动隔震支承于近域防震之应用[C]. 第一届地震工程海峡两岸青年学者研讨会, 台北, 台湾, 2010(10):20-21. LU Lianyuan, YE Shiwei. Application of variable frequency sliding isolation support for near-field seismic protection[C]. The first seminar on young scholars on both sides of the Taiwan straits in earthquake engineering, Taipei, Taiwan, October:2010:20-21.(in Chinese)
[130] Applied Technology Council (ATC). Seismic evaluation and retrofit of existing concrete buildings (ATC 40). Redwood City:[sn], 1996.
[131] FEMA 273, NEHRP guidelines for the seismic rehabilitation of buildings;[R]FEMA 274, commentary.[R]Washington (DC):Federal Emergency Management Agency, 1996.
[132] Vision 2000 Committee, Performance-based engineering of building[C].Miranda E. Seismology Committee of the Structure Engineer Association of California, Oakland:Wiley lnc, 1995.
[133] 小谷俊介. 日本基于性能结构抗震设计方法的发展. 建筑结构. 2000, (3):3-9. SHUNSUKE Kotani. Development of seismic design methods for performance-based structures in Japan[J]. Building Structure, 2000, (3):3-9.(in Chinese)
[134] VROUWENVELDER A C W M. Developments towards full probabilistic design code[J]. Struct Safety, 2002.
[135] 汪梦甫, 周锡元. 基于性能的建筑结构抗震设计. 建筑结构. 2003, 33(3):59-61. WANG Mengfu, ZHOU Xiyuan. Performance based seismic design of building structure[J]. Building Structure, 2003, 33(3):59-61. (in Chinese)
[136] 钱稼茹, 罗文斌. 建筑结构基于位移的抗震设计. 建筑结构. 2001, (4):3-6. QIAN Jiaru, LUO Wenbin. Seismic design of building structures based on displacement[J]. Building Structure, 2001, (4):3-6.(in Chinese)
[137] 王光远. 抗灾结构的最优设防荷载与最优可靠度[J]. 土木工程学报, 1997, 30(5):12-19. WANG Guangyuan. Optimum fortification load and optimum design reliability for a disaster resistant structure[J]. China Civil Engineering Journal, 1997, 30(5):12-19.
[138] 张宇, 李宏男, 李钢. 考虑钢筋锈蚀的震损结构抗震性能评估[J]. 建筑科学与工程学报, 2011,28(4):97-106. ZHANG Yu, LI Hongnan, LI Gang. Seismic performance evaluation of earthquake damaged structures considering rebar corrosion[J]. Journal of Architecture and Civil Engineering, 2011,28(4):97-106.(in Chinese)
[139] 芮建辉,白久林, 欧进萍. 考虑填充墙影响的防屈曲支撑-钢框架抗震性能分析[J]. 土木工程学报, 2012,45(1):278-282. RUI Jianhui, BAI Jiulin, OU Jinping. Seismic analysis of buckling-restrained braced steel frames infilled with masonry walls[J]. China Civil Engineering Journal, 2012,45(1):278-282.(in Chinese)
[140] 吕西林, 龚治国. 某复杂高层建筑结构弹塑性时程分析及抗震性能评估[J]. 西安建筑科技大学学报(自然科学版), 2006,38(5):593-602. LU Xilin, GONG Zhiguo. Elasto-plastic time history analysis and seismic behavior evaluation on a complex high-rise building structure[J].Journal Xi’an University of Architecture and Technology (Nature Science Edition), 2006,38(5):593-602. (in Chinese)
[141] SANAZ SAADAT, CHARLES V CAMP, SHAHRAM PEZESHK. Seismic performance-based design optimization considering direct economic loss and direct social loss[J]. Engineering Structures 76(2014) 193-201.
[142] JOHN W VAN DE LINDT, DAVID V ROSOWSKY, WEICHIANG PANG, et al. Performance-based seismic design of midrise wood frame buildings[J]. Journal of Structural Engineering,139(8):1294-1302.
[143] ZHI X D, NIE G B, FAN F,et al. Vulnerability and risk assessment of single-layer reticulated domes subjected to earthquakes[J]. Journal of Structural Engineering, ASCE. 2012, 138(12):1505-1514.
[144] NIE Guibo, ZHI Xudong, FAN Feng, et al. Seismic performance evaluation of single-layer reticulated dome and its fragility analysis[J]. Journal of Constructional Steel Research 100(2014) 176-182.
[145] BRUNEAU M, CHANG S E, EGUCHI R T, et al. A framework to quantitatively assess and enhance the seismic resilience of communities[J]. Earthquake Spectra, 2003, 19(4):733-752.
[146] Strategic plan for the national earthquake hazards reduction program, Fiscal Years, 2009-2013, Oct.2008.
[147] PEER. Report of the first joint planning meeting for the second phase of NEES/E-Defense collaborative research on earthquake engineering. Arlington, Virginia, 2009.Jan.
[148] National Research Council of the National Academies. National Earthquake Resilience:Research, Implementation, and Outreach. The National Academies Press, Washington D.C., 2011.
[149] Building Economic Resilience to Disasters:Developing a business continuity plan. March 31, 2014. Gail Moraton, CBCP.
[150] BRUNEAU M, REINHORN A. Exploring the concept of seismic resilience for acute care facilities[J]. Earthquake Spectra, 2007, 23(1):41-62.
[151] CIMELLARO, PAOLO G. Improving seismic resilience of structural systems through integrated design of smart structures[J]. Dissertations & Theses-Gradworks, 2007.
[152] FRANGOPOL D M, BOCCHINI P. Resilience as optimization criterion for the rehabilitation of bridges belonging to a transportation network subject to earthquake[J]. American Society of Civil Engineers, 2014.

相似文献/References:

[1]王秋维,史庆轩,侯炜,等.型钢混凝土框架结构基于增量动力分析的抗震性能评估[J].世界地震工程,2011,(01):034.
 WANG Qiuwei,SHI Qingxuan,HOU Wei,et al.Seismic performance evaluation of SRC frame structures based on incremental dynamic analysis[J].,2011,(02):034.
[2]薛素铎,蔡炎城,李雄彦,等.被动控制技术在大跨空间结构中的应用概况[J].世界地震工程,2009,(03):025.
 XUE Suduo,CAI Yancheng,LI Xiongyan,et al.The present situation on application of passive control technology in long-span spatial structures[J].,2009,(02):025.
[3]谭皓,刘钊.能力谱方法在桥梁抗震性能评估中的应用研究[J].世界地震工程,2009,(04):174.
 TAN Hao,LIU Zhao.Application of capacity spectrum method in bridge seismic evaluation[J].,2009,(02):174.
[4]侯炜.基于增量动力分析的钢筋混凝土核心筒抗震性能分析与评估[J].世界地震工程,2013,(03):121.
 HOU Wei.Seismic behavior analysis and evaluation of reinforced concrete core walls based on incremental dynamic analysis[J].,2013,(02):121.
[5]赵桂峰,李晓芬,张猛.基于pushover方法的RC框架结构抗震性能评估研究[J].世界地震工程,2015,(03):062.
 ZHAO Guifeng,LI Xiaofen,ZHANG Meng.Seismic assessment of an reinforced concrete frame building structure using pushover analysis[J].,2015,(02):062.
[6]杨紫辉,陈灯红,贺路翔,等.基于IDA的金安桥混凝土重力坝潜在失效模式研究[J].世界地震工程,2019,35(02):078.
 YANG Zihui,CHEN Denghong,HE Luxiang,et al.Study on potential failure modes of Jin’anqiao concrete gravity dam based on incremental dynamic analysis[J].,2019,35(02):078.
[7]孙传智,李爱群,缪长青,等.应变率效应对600 MPa级高强钢筋混凝土框架结构抗震性能影响研究[J].世界地震工程,2019,35(02):165.
 SUN Chuanzhi,LI Aiqun,MIAO Changqing,et al.Study on effect of strain rate on seismic performance of concrete frame structure with 600 MPa grade high strength bars[J].,2019,35(02):165.
[8]杨涛,王社良,刘德明,等.基于IDA方法的小雁塔结构抗震性能评估[J].世界地震工程,2020,(01):162.
 YANG Tao,WANG Sheliang,LIU Deming,et al.Seismic performance evaluation of small wild goose pagoda structure based on IDA method[J].,2020,(02):162.

备注/Memo

备注/Memo:
收稿日期:2019-06-26;改回日期:2019-11-07。
基金项目:国家自然科学基金(51878631)
作者简介:聂桂波(1982-),男,博士,研究员,主要从事大跨空间结构抗震与减隔震研究.E-mail:.251706601@qq.com
更新日期/Last Update: 1900-01-01