土工基础

›› 2014, Vol. 28 ›› Issue (5): 24-27.

• 工程实录 • 上一篇    下一篇

某三角形框架核心筒结构抗震设计实例分析

沈捷攀1,林 晨2，吴 帅1   

  1. （1.浙江大学建筑设计研究院有限公司,杭州 310028；2.山东工艺美术学院建筑与景观设计学院，济南 250014）
  • 收稿日期:2014-08-11 出版日期:2014-10-20 发布日期:2014-10-28
  • 作者简介:沈捷攀（1980-），男，硕士，工程师，一级注册结构工程师，研究方向为混凝土结构设计。

Seismic Design and Anaysis of A Triangular FrameRC Core Wall Structure

SHEN Jiepan1, LIN Chen2, WU Shuai1   

  1. (1.The Architectural Design & Research Institute of Zhejiang University Co., Ltd, Hangzhou 310028；
    2.School of Architecture and Landscape Design，Shandong University of Art and Design, Jinan 250014)
  • Received:2014-08-11 Online:2014-10-20 Published:2014-10-28

摘要： 以某三角形框架-核心筒结构为例,从抗震概念设计出发，对结构的选型、布置及抗震设计进行了论述；对多遇地震及罕遇地震作用下结构的抗震性能进行评估，并在设防地震作用下对结构的关键构件进行验算。计算结果表明：结构体系具有良好的抗震性能，结构选型合理可行，并在此基础上提出抗震构造措施。

关键词: 三角形平面, 弹性分析, 高层建筑

Abstract: Based on a triangular frameRC core wall structure, the selection, arrangement and seismic design of structure were discussed starting from the seismic conceptual design. The seismic performance of the structure was evaluated under frequent earthquakes and rare earthquakes. The critical element of the structure was calculated under earthquake resistance. The analytical results showed that the structure had well seismic performance; the arrangement of structure was reasonable and the seismic tectonic measures were put forward on this basis.

Key words: Triangular Plane, Elastic Analysis, Highrise Buildings