| 上海滩花园超限高层建筑初步设计 |
| |
| 引用本文： | 许旻文,耿柳珣.上海滩花园超限高层建筑初步设计[J].山西建筑,2010,36(15):59-60. |
| |
| 作者姓名： | 许旻文 耿柳珣 |
| |
| 作者单位： | 同济大学建筑设计院(集团)有限公司,上海,200092 |
| |
| 摘 要： | 针对上海滩花园中4栋超高层住宅的结构超限特点,采取了基于性能的抗震设计和比现行规范要求更为严格的抗震措施。采用SATWE,PMSAP程序对结构进行多遇地震作用下的计算,结果表明,本工程抗震性能较好,结构体系安全可行。
|
| 关 键 词： | 超高层住宅 抗震性能 水平位移 技术措施 |
On preliminary design of ultrahigh-layer building in Shanghai garden |
| |
| XU Min-wen,GENG Liu-xun.On preliminary design of ultrahigh-layer building in Shanghai garden[J].Shanxi Architecture,2010,36(15):59-60. |
| |
| Authors: | XU Min-wen GENG Liu-xun |
| |
| Affiliation: | XU Min-wen GENG Liu-xun |
| |
| Abstract: | Aiming at structure ultra limits characteristics of four ultrahigh-layer building in Shanghai garden,the earthquake resistance design based on performance and stricter earthquake resistance measures than current regulation were adopted.By SATWE,PMSAP programs,the thesis carries on the calculation to the structure under the affection of frequent earthquakes,the result of which showed that the earthquake resistance performance of this engineering was good and the structure system was safe and feasible. |
| |
| Keywords: | ultrahigh-layer housing earthquake resistance performance horizontal departure technical measures |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
