| Study on Equivalent Frame Model for Large-span Prestressed Concrete Residential Structure System |
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| 作者姓名： | Huang ZongMing Yang Pu Ren Wei Chen MingDi |
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| 摘 要： | In this paper, a study is carried out on large-span prestressed concrete structure system in residence analyzed by specially - shape column equivalent frame model. Applying fiber model column-beam element and shell element, a large amount of comparative analyses about large-span prestressd concrete structure under horizontal and vertical load is carried out. The parameter of the equivalent frame is confirmed based on comparison with the result of the man-sized structural experiment. It is proved that the equivalent frame model has high efficiency and precision especially for nonlinear analysis.
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| 关 键 词： | large-span prestress calculation model fiber model |
| 收稿时间： | 2005/4/28 0:00:00 |
| 修稿时间： | 2005/4/28 0:00:00 |
Study on Equivalent Frame Model for Large-span Prestressed Concrete Residential Structure System |
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| Huang ZongMing,Yang Pu,Ren Wei,Chen MingDi.Study on Equivalent Frame Model for Large-span Prestressed Concrete Residential Structure System[J].Storage & Process,2005(4):41-46. |
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| Authors: | Huang ZongMing;Yang Pu;Ren Wei;Chen MingDi |
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| Abstract: | In this paper, a study is carried out on large-span prestressed concrete structure system in residence analyzed by specially - shape column equivalent frame model. Applying fiber model column-beam element and shell element, a large amount of comparative analyses about large-span prestressd concrete structure under horizontal and vertical load is carried out. The parameter of the equivalent frame is confirmed based on comparison with the result of the man-sized structural experiment. It is proved that the equivalent frame model has high efficiency and precision especially for nonlinear analysis. |
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| Keywords: | large-span prestress calculation model fiber model |
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