期刊文献+

凯威特型单层球面网壳在强震下的失效研究 被引量:23

SEISMIC FAILURE OF SINGLE-LAYER RETICULATED DOMES
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摘要 动力强度破坏是网壳结构在遭受地震时的主要失效形式,准确的失效判别需要以基于材料损伤理论的分析为基础。为在动力时程分析中考虑材料损伤累积的因素,编制了基于有限元软件ABAQUS的用户材料子程序,具有较高的计算精度和较好的收敛性,实现了网壳结构考虑材料损伤的动力有限元分析。对单层球面网壳在强震下的失效特点进行了系统的参数研究,探讨了考虑材料损伤因素对网壳失效特征的影响;综合网壳失效时刻的多项特征响应,拟合了能够评估网壳动力损伤程度的损伤模型;基于损伤模型表示的网壳极限状态的物理意义,建立了适用于跨度40m的凯威特单层球面网壳强震失效判别准则,可用之判定网壳在强震作用下的失效极限荷载。 The dynamic strength failure is the main seismic failure mode of single-layer reticulated shells, and the prediction of failure load requires the consideration of material damage cumulation. A material subroutine in the platform of ABAQUS is developed for analyzing reticulated shells subjected to dynamic loads considering damage cumulation. Then, the failure behavior of single-layer reticulated domes under severe earthquakes is investigated, and the effect of damage cumulation is discussed. According to characteristic responses of single-layer reticulated domes at the failure state, the explicit definitions of failure states are established, and the strength failure criterion is proposed.
出处 《工程力学》 EI CSCD 北大核心 2008年第9期7-12,共6页 Engineering Mechanics
基金 国家自然科学基金重点项目(50338010) 哈尔滨工业大学优秀青年教师培养计划项目(HITQNJS.2007.029)
关键词 单层球面网壳 地震作用 动力强度破坏 损伤累积 损伤因子 single-layer reticulated domes earthquake dynamic strength failure damage cumulation damage index
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参考文献10

  • 1刘锡良,董石麟.20年来中国空间结构形式创新[C].董石麟,蓝天.第十届空间结构学术会议论文集.北京:中国建材工业出版社,2002:1-10.
  • 2.GB50011-2001 建筑抗震设计规范[S].北京:中国建筑工业出版社,2001..
  • 3JGJ61-2003.网壳结构技术规程[S]. 北京:中国建筑工业出版社,2003.
  • 4Shiro Kato, Takashi Ueki, Yoiehi Mukaiyama. Study of dynamic collapse of single layer reticular domes subjected to earthquake motion and the estimation of statically equivalent seismic forces [J]. International Journal of Space Structures, 1997(3/4): 191--204.
  • 5Koichiro Ishikawa, Shiro Kato. Elastic-plastic dynamic buckling analysis of reticular domes subjected to earthquake motion [J]. International Journal of Space Structures, 1997(3/4): 205--215.
  • 6Shen Shizhao. The dynamic stability problem of reticular shells [C]. Invited Lecture, IASS--APCS Symposium, Taibei, China, 2003: 44--46.
  • 7郭海山,沈世钊.单层网壳结构动力稳定性分析方法[J].建筑结构学报,2003,24(3):1-9. 被引量:98
  • 8Fan F, Shen S Z. Study on the dynamic strength failure of reticulated domes under severe earthquakes [C]. International Association for Shell and Spatial Structures Symposium. Montpellier, France, 2004: 140--141.
  • 9沈世钊,支旭东.球面网壳结构在强震下的失效机理[J].土木工程学报,2005,38(1):11-20. 被引量:119
  • 10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(自然科学版),1999,27(1):11-15. 被引量:20

二级参考文献25

  • 1符华·鲍络金著 林砚田等译.弹性体系的动力稳定性[M].北京:高等教育出版社,1960..
  • 2GOLDHIRSCH I, SULEM P L, ORSZAG S A. Stability and Lyapunov stability of dynamical systems: a differential approach and a numerical method [J]. Physica, 1987, 27D:311 -337.
  • 3GILAT Rivka, ABOUDI Jacob. The Lyapunov exponents as a quantitative criterion for the dynamic buckling of composite plates [J]. International Journal of Solids and Structures, 2002, 39:467 -481.
  • 4BRISEGHELLA L, MAJORANA C E, PELLEGRINO C.Dynamic stability of elastic structures: a finite element approach[J]. Computers and Structures, 1998, 69:11 -25.
  • 5MWAFY A M, ELNAFHAI A S. Static pushover venus dynamic collapse analysis of RC buildings[ J]. Engineering Structures, 2001,23:407-424.
  • 6BUDIANSKY B, BOTH R S. Axisymmetric dynamic buckling of clamped shallow spherical shells [A]. Collected Papers on Instability of Shell Structures[C], NASA TND-1510, 1962.
  • 7ZIEGLER H. Principles of structural stability [M]. Blaisdell, Waltham, Mass., 1968.
  • 8HERRMANN G, BUNGAY R W. On the stability of elastic systems subjected to nonconservative forces[J]. J. Appl.Mech., 1964, 31 (3): 435 - 440.
  • 9HOFF N J. Dynamic stability of structures [ M ]. Pergamon,New York, 1967.
  • 10SIMITSES G J. Dynamic stability of suddenly loaded structures [M]. Springer-Verlag New York Inc., 1990.

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