| 多层密肋壁板结构抗震性能试验研究 |
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| 引用本文： | 周铁钢,潘军,丁永刚,姚谦峰. 多层密肋壁板结构抗震性能试验研究[J]. 建筑技术开发, 2005, 32(9) |
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| 作者姓名： | 周铁钢 潘军 丁永刚 姚谦峰 |
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| 作者单位： | 西安建筑科技大学,西安,710055;西安建筑科技大学,西安,710055;西安建筑科技大学,西安,710055;西安建筑科技大学,西安,710055 |
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| 基金项目： | 国家“十·五”科技攻关课题资助项目(2002BA806805)，陕西高校省级重点实验室重点科研项目资助项目(02JS28)，西安市城乡建设委员会建设科技项目(市建发[2003]176号) |
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| 摘 要： | 介绍了6层大开间1/2比例密肋壁板结构模型房屋试验情况,对试验结果及该结构体系的抗震性能进行了分析。结果表明,多层密肋壁板结构房屋以剪切变形为主,结构承载能力、变形能力及耗能性能均较好,是一种具有很好推广前景的新型结构体系。
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| 关 键 词： | 密肋壁板结构 抗震性能 试验研究 |
EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF MULTI-STORIED MULTI-RIBBED SLAB STRUCTURE |
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| Zhou Tie-gang Pan Jun Ding Yong-gang Yao Qian-feng. EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF MULTI-STORIED MULTI-RIBBED SLAB STRUCTURE[J]. Building Technique Development, 2005, 32(9) |
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| Authors: | Zhou Tie-gang Pan Jun Ding Yong-gang Yao Qian-feng |
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| Affiliation: | Zhou Tie-gang Pan Jun Ding Yong-gang Yao Qian-feng |
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| Abstract: | The experiment of a six-story multi-ribbed slab building model with wide bay is presented.The experimental results and the seismic performance of this kind of structure are analyzed.The study shows that the deformation of multi- storied multi-ribbed slab building is mainly of shear deformation,and it has good bearing capacity and good deformation capacity are.So multi-ribbed slab structure is a new type of structure with good application potential. |
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| Keywords: | Multi-ribbed slab structure Seismic performance Experimental study |
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