| 半岛花园9号楼超限高层结构设计 |
| |
| 引用本文： | 高志建. 半岛花园9号楼超限高层结构设计[J]. 上海建设科技, 2005, 0(1): 11-13 |
| |
| 作者姓名： | 高志建 |
| |
| 作者单位： | 南京市民用建筑设计研究院有限责任公司上海分院 |
| |
| 摘 要： | 为有效控制平、立面超限高层结构的扭转效应,改善框支转换层上下侧移刚度比,笔者结合工程实例,从结构受力的基本概念出发,在结构布置、计算分析、构造措施等方面作出了有效处理,使整体结构满足设计规范的有关要求,经上海市抗震设防专家委员会审查,肯定了设计参数及结构布置方案,设计达到了抗震设防要求,计算结果也证实了这一结论.
|
| 关 键 词： | 不规则超限结构 等效侧移刚度比 扭转效应 弹性板 |
| 修稿时间： | 2004-10-22 |
Design of Ultralimit High-Rise Structure of No. 9 Building at the Bandao Garden |
| |
| Gao Zhijian. Design of Ultralimit High-Rise Structure of No. 9 Building at the Bandao Garden[J]. Shanghai Construction Science & Technology, 2005, 0(1): 11-13 |
| |
| Authors: | Gao Zhijian |
| |
| Affiliation: | Gao Zhijian |
| |
| Abstract: | For the purpose of controlling plain and facade torsion effect of ultralimit high rise structure and improving up down lateral stiffness ratio of frame supporting converting floor,based on practical project,the author implement effective treatment in aspects of the arrangement of structure,analysis of calculation and structural measure so as to make overall struvture meet the requirement concerned about code for design of structure.Examined by Shanghai Expert Committee on Earthquake Resistance,the parameter of design and arrangement of structure were approved.The design meets the demands of earthquake resistance.The calculation also proves the conclusion. |
| |
| Keywords: | irregular ultralimit structure equivalent lateral stiffness ratio torsion effect elastic board |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
