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| 抗震性能设计方法在某超限高层中的应用实例 | |
| 引用本文： | 于海博,陆道渊,胡莹. 抗震性能设计方法在某超限高层中的应用实例[J]. 建筑科学, 2011, 27(9): 86-90 |
| 作者姓名： | 于海博 陆道渊 胡莹 |
| 作者单位： | 1. 华东建筑设计研究院有限公司,上海,200002 2. 大连拓普联合工程顾问有限公司,辽宁大连,116001 |
| 摘 要： | 近年来,基于性能的抗震设计方法在超限高层设计中的应用越来越多,超限高层的结构设计也比较适合采用基于性能的抗震设计方法.除满足“小震不坏、中震可修、大震不倒”的基本规范要求外,在不同强度的地震设防水准下对超高层提出更高要求从而实现多级设防标准已成为目前超限高层设计中常用的手段.本文以大连小平岛假日公寓超高层项目为例,详细... |
| 关 键 词： | 超高层 基于性能的抗震设计 多级设防标准 |
An Application Case of Performance-Based Seismic Design of a Super High-Rise Building |
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| YU Hai-bo,LU Dao-yuan,HU Ying. An Application Case of Performance-Based Seismic Design of a Super High-Rise Building[J]. Building Science, 2011, 27(9): 86-90 | |
| Authors: | YU Hai-bo LU Dao-yuan HU Ying |
| Affiliation: | YU Hai-bo,LU Dao-yuan(East China Architectural Design &Research Institute Co.,Ltd.,Shanghai 200002,China) HU Ying(Dalian Top-Union Construction Consultant Ltd.,Dalian 116001,Liaoning,China) |
| Abstract: | Nowadays,Performance-Based Seismic Design(PBSD) methods are used more frequently in Super High Rise-Building(SHRB),which is also suitable to it.In Code for Seismic Design of Buildings of China,the conception of No damage with weak earthquake,Repairable level under moderate earthquake action and No collapsing with strong earthquake is presented.But it is more reasonable to actualize multi-level and multi-target fortification of performance-based seismic design(PBSD)in SHRB design.This article introduces case... |
| Keywords: | super high-rise building performance-based seismic design multi-level fortification |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |