| 梁柱-板柱组合结构(住宅)体系模型振动台试验研究 |
| |
| 引用本文： | 许巍,梁书亭,蒋永生,陈德文.梁柱-板柱组合结构(住宅)体系模型振动台试验研究[J].地震工程与工程振动,2003,23(4):100-104. |
| |
| 作者姓名： | 许巍 梁书亭 蒋永生 陈德文 |
| |
| 作者单位： | 1. 东南大学混凝土与预应力混凝土结构教育部重点实验室,江苏,南京,210096
2. 南京民用建筑设计研究院,江苏,南京,210004 |
| |
| 基金项目： | 国家自然科学基金资助项目(5987013) |
| |
| 摘 要： | 梁柱-板柱组合结构(住宅)体系由上部大开间板柱结构和底部框架结构构成，是一种可持续发展的新型结构形式。通过两个12层l：15模型的振动台对比试验，探讨其动力特性、地震反应和破坏情况。试验表明，该体系的抗震性能介于框架结构和板柱结构之间。总层数在12层以下时，不设剪力墙的该体系在7度区基本上满足规范要求，合理设置剪力墙后可用于8度区。
|
| 关 键 词： | 梁柱-板柱 组合结构 抗震 振动台试验 地震反应 动力特性 |
| 文章编号： | 1000-1301(2003)04-0100-05 |
Earthquake simulation test for new residence system of frame supported fiat plate composite structure |
| |
| XU Wei,LIANG Shu-ting,JIANG Yong-sheng,CHEN De-wen on,Southeast University,Nanjing ,China, . Nanjing Municipal Design & Research Institute of Civil Architecture,Southeast University,Nanjing ,China.Earthquake simulation test for new residence system of frame supported fiat plate composite structure[J].Earthquake Engineering and Engineering Vibration,2003,23(4):100-104. |
| |
| Authors: | XU Wei LIANG Shu-ting JIANG Yong-sheng CHEN De-wen on Southeast University Nanjing China Nanjing Municipal Design & Research Institute of Civil Architecture Southeast University Nanjing China |
| |
| Institution: | XU Wei~1,LIANG Shu-ting~1,JIANG Yong-sheng~1,CHEN De-wen~2 on,Southeast University,Nanjing 210096,China, 2. Nanjing Municipal Design & Research Institute of Civil Architecture,Southeast University,Nanjing 210004,China) |
| |
| Abstract: | The new residence system of frame supported flat plate composite structure is composed of upper flat plate with large span and the bottom frame,which abides by the strategy of continuing development.Two 1/15 scale models were constructed and tested on the vibrating table with several earthquake inputs.The dynamic property,seismic responses and destroying position are studied.Research shows that the seismic behavior of the FSFP composite structure is between the pure frame structure and the pure flat plate structure.It can be used in seismic zones of 7 degree intensity without R.C. shear wall and can be used in seismic zones of 8 degree intensity with correctly settling R.C. shear wall for the buildings not more than 12 stories. |
| |
| Keywords: | frame supported flat plate(FSFP) composite structure seismic behavior vibrating table test |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
