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| 复杂体型钢筋混凝土高层建筑的推覆分析方法和应用 | |
| 引用本文： | 朱杰江,张佩军,吕西林,容柏生.复杂体型钢筋混凝土高层建筑的推覆分析方法和应用[J].上海大学学报(英文版),2004,8(3):264-273. |
| 作者姓名： | 朱杰江 张佩军 吕西林 容柏生 |
| 作者单位： | [1]DepartmentofCivilEngineering,ShanghaiUniversity,Shanghai200072,P.R.China [2]StateKeyLaboratoryforDisasterReductioninCivilEngineering,TongjiUniversity,Shanghai200092,P.R.China [3]GuangdongProvinceInstituteofBuildingDesignandResearch,Guangzhou510000,P.R.China |
| 基金项目： | ProjectsupportedbytheNationalNaturalScienceFoundationofChina (GrantNo .5 0 0 2 5 82 1) |
| 摘 要： | In this paper, push-over analysis for tall concrete structures was made and a corresponding computer program was given.Several kinds of elements in the program were considered to meet the demand of tall buildings with complex structural type. These elements included beam-column element for beams and columns, single slice wall element and three vertical line element for walls, and tube-wall element for tubes. Computational example for verifying the models indicates that the result obtained by this method is identical with a well-known test result and the program can be used to search for the full process of structural reaction, even the softening stage of the structure. With this push-over analysis method, an actual tall building with complex structural type was analyzed, and the result has been put into practice of the structural design of the building. |
| 关 键 词： | 混凝土结构 高层建筑 非线性 地震等级 弱层 复合型 过推力分析 |
| 收稿时间： | 20 May 2003 |
Push-over analysis for concrete structures of tall building |
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| Zhu?Jie-jiang,Zhang?Pei-jun,Lü?Xi-lin,Rong?Bai-sheng.Push-over analysis for concrete structures of tall building[J].Journal of Shanghai University(English Edition),2004,8(3):264-273. | |
| Authors: | Zhu Jie-jiang Zhang Pei-jun LÜ Xi-lin Rong Bai-sheng |
| Institution: | 1. Department of Civil Engineering, Shanghai University, Shanghai 200072, P.R. China 2. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, P. R. China 3. Guangdong Province Institute of Building Design and Research, Guangzhou 510000, P. R. China |
| Abstract: | In this paper, push-over analysis for tall concrete structures was made and a corresponding computer program was given. Several kinds of elements in the program were considered to meet the demand of tall buildings with complex structural type. These elements included beam-column element for beams and columns, single slice wall element and three vertical line element for walls, and tube-wall element for tubes. Computational example for verifying the models indicates that the result obtained by this method is identical with a well-known test result and the program can be used to search for the full process of structural reaction, even the softening stage of the structure. With this push-over analysis method, an actual tall building with complex structural type was analyzed, and the result has been put into practice of the structural design of the building. |
| Keywords: | push-over analysis tall structure complex type nonlinearity earthquake level weak storey |
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