大跨空间结构协同工作问题研究现状及展望
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摘要
基于近些年关于大跨空间结构协同工作问题理论方法及应用的研究成果,归纳出大跨空间结构协同工作问题的研究历程,对现有的土-结构相互作用计算模型解决大跨空间结构协同工作问题的适应性进行分析,对协同工作条件下大跨空间结构阻尼比的取值方法予以总结,并对利用九子台多功能振动台阵系统研究大跨空间结构协同工作问题的可行性给予探讨,最后对大跨空间结构协同工作问题未来的研究方向做出展望。
The study history of large span spatial structure considering cooperative work was generalized based on recent research results of academic methods and its application,and also the adaptability of presently computed model about soil-structure interaction to large span spatial structure considering cooperative work was analyzed. The methods for gaining damping ratio of large span spatial structure considering cooperative work were summarized. The possibility of multiple nine sub-vibration tables array system for studying large span structure cooperative work was discussed.Finally,the prospects and study directions of large spatial structure considering soil-structure interaction were given.
The study history of large span spatial structure considering cooperative work was generalized based on recent research results of academic methods and its application,and also the adaptability of presently computed model about soil-structure interaction to large span spatial structure considering cooperative work was analyzed. The methods for gaining damping ratio of large span spatial structure considering cooperative work were summarized. The possibility of multiple nine sub-vibration tables array system for studying large span structure cooperative work was discussed.Finally,the prospects and study directions of large spatial structure considering soil-structure interaction were given.
引文
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[15]董石麟,高博青.工业厂房网架在桥吊荷载作用下上下部结构协同工作的受力特征与简化计算方法[J].空间结构,2001(6):19-26.
[16]曹资,张超,薛素铎,等.网壳屋盖与下部支承结构动力相互作用研究[J].空间结构,2001,7(2):19-26.
[17]曹勇,李丹丹.考虑支承刚度对大跨空间网格结构的动力影响[J].水利与建筑工程学报,2007,5(3):58-61.
[18]郭海山,沈世钊,蒋晓莹,等.弹性支承单层柱面网壳稳定性[J].空间结构,2002,8(2):27-30.
[19]陈应波,陈军明.网壳结构与下部结构协同工作的研究[J].华中科技大学学报:自然科学版,2004,32(3):49-53.
[20]李金龙.空间结构与下部结构协同工作简化分析方法研究[D].天津:天津大学,2009.
[21]于志伟,支旭东,范锋.考虑钢筋混凝土支承结构影响的网壳结构强震失效分析[C]//第十四届空间结构学术会议论文集.北京:2012:186-193.
[22]Tskeuchi T,Ogawa T,Kumagal T.Seismic Response Evaluation of Lattice Shell Roofs Using Amplification Factors[J].Journal of the International Association for Shell and Spatial Structures,2007,48(3):197-210.
[23]薛素铎,孙艳坤,栾小兵,等.考虑土-基础-结构相互作用的网壳结构地震响应分析[J].建筑结构学报,2010(S2):34-38.
[24]王国华,薛素铎,李雄彦,等.考虑土-结构相互作用的单层球面网壳动力稳定性研究[J].工业建筑,2011,41(S):499-506.
[25]Luan X B,Xue S D.The Effect of Soil Structure Interaction on the Seismic Response of Spatial Structure Subjected to the Near Fault Excitation[J].Applied Mechanics and Materials,2011,94(96):877-882.
[26]楼梦麟,邸龙.考虑土-结构相互作用双层柱面网壳在多点输入下的地震反应[J].地震工程与工程振动,2006,26(3):228-231.
[27]唐敢,陈少林,王法武,等.空间结构-地基动力相互作用的三维时域数值分析方法[J].工程力学,2009,26(8):143-149.
[28]Lysmer J,Westman R A.Dynamic Response of Footing to Vertical Loading[J].J.of Soil Mech.Div.,ASCE,1966,92(1):65-91.
[29]Hassan A,Panos D.Non-Linear Dynamic Earthquake DamFoundation Interaction Using a BE-FE Method[J].Earthquake Engineering and Structure Dynamic,1998,18(18):1065-1075.
[30]Penzien J.Seismic Analysis of Bridge on Long Piles[J].Journal of the Engineering Mechanics Division,ASCE,1964,90(3):223-254.
[31]Lysmer J.A Computer Program for Approximate 3-D Analysis of Soil Structure Interaction Problem[D].Berkeley:University of Californias,1975:5-30.
[32]Gutierrez J A,Chopra A K.A Substructure Method for Earthquake Analysis of Structure Including Structure-Soil Interaction[J].Journal of Earthquake Engineering and Structure Dyanmic,1978(6):51-69.
[33]黄本才.高层建筑钢结构振动阻尼比测试与分析[J].结构工程师,1997(4):20-24.
[34]Naoki S,Kenichi S.Damping Evaluation Using Full-Scale Date of Building in Japan[J].Journal of Structural Engineering,2003,129(4):470-477.
[35]韩庆华,裴波,王成博.预应力组合网架结构的自振特性及现场测试[J].地震工程与工程振动,2004,24(2):118-124.
[36]Hardin M J.Mats and Combined Footings Analysis by the Finite Element Methods[J].Journal Proceedings,1971,68(12):945-949.
[37]袁晓铭,孙锐,孙静,等.常规土类动剪切模量比和阻尼比试验研究[J].地震工程与工程振动,2000,20(4):133-139.
[38]孙锐,陈红娟,袁晓铭.土的非线性动剪切模量比和阻尼比不确定性分析[J].岩土工程学报,2010,32(8):1228-1235.
[39]孙锐,袁晓铭,陈红娟.常规土类动剪切模量阻尼比超越概率计算方法[J].西北地震学报,2010,32(3):209-214.
[40]陈波,吕西林,李培振,等.用ANSYS模拟结构-地基动力相互作用振动台试验的建模方法[J].地震工程与工程振动,2002,22(1):126-131.
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