| 用剪切型-剪弯型组合模型对高层建筑结构进行动力弹塑性时程分析 |
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| 引用本文： | 潘育耕,梅占馨,傅学怡,万虹.用剪切型-剪弯型组合模型对高层建筑结构进行动力弹塑性时程分析[J].建筑科学与工程学报,1997(1). |
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| 作者姓名： | 潘育耕 梅占馨 傅学怡 万虹 |
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| 作者单位： | 西北建筑工程学院(潘育耕)，西安建筑科技大学!710055(梅占馨，万虹)，深圳大学!518060(傅学怡) |
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| 基金项目： | 冶金工业部“有偿与资助”基金 |
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| 摘 要： | 在已有层模型的研究成果基础上，提出用剪切型-剪弯型组合模型来处理高层筒中筒结构和框架-剪力墙结构的动力弹塑性时程分析问题，该模型可以统一反映双重体系各自部分的剪切和弯曲弹塑性变形，更符合结构各自部分的变形特性，且对通常高层结构形式具有一定的普遍适用性．
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| 关 键 词： | 筒中筒结构 框架－剪力墙结构 恢复力模型 剪切型－剪弯型组合模型 |
Using a Shear Type and Shear-bending Type Combinative Model Solving the Problem of Ealsto-plastic Dynamic |
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| Pan Yugeng.Using a Shear Type and Shear-bending Type Combinative Model Solving the Problem of Ealsto-plastic Dynamic[J].Journal of Architecture and Civil Engineering,1997(1). |
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| Authors: | Pan Yugeng |
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| Abstract: | Based on the existed study achievements of the story model, a shear type and shear-bending type combinative model to manage the problem of elasto-plastic dynamic response time history analysis of multistory tube in tube structrue and frame-shear wall structure is suggested. This model can reflect the deformation of the shear and bending elasto - plastic of double system themselves unitely and possess universal application to usual multistory structure. |
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| Keywords: | tube in tube structure frame-shear wall structure hysteretic model shear type and shear-bending type combinative model |
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