Design and Stress Analysis on the Frame-Beared Shear Wall in the Turret of Tall Bulidings

Journal of Chongqing Jiaotong University(Natural Science) ›› 1998, Vol. 17 ›› Issue (2): 37-44.

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Design and Stress Analysis on the Frame-Beared Shear Wall in the Turret of Tall Bulidings

Tu Lin¹

1. Department of Bridge Engineering, Chongqing Jiaotong Institute, Chongqing 400074, P. R. China

Received:1997-05-20 Revised:1997-09-22 Online:1998-06-20 Published:2016-07-13

高层建筑塔楼结构框支剪力墙设计及应力分析

涂凌¹

1. 重庆交通学院桥梁工程系, 重庆 400074

作者简介:涂凌(1994-), 女, 讲师

Abstract

Abstract: This paper briefly introduces the structural design of the turret at the top of tall buildings while choosing a suitable structural scheme, stress analysis about the frame-beared shear wall is discussed in details.

Key words: tall building, turret, frame-beared shear wall, stress analysis

摘要： 介绍高层建筑顶部塔楼的结构设计和构造措施. 通过对其中框支剪力墙进行应力分析, 选取合理的结构方案和配筋方案.

关键词: 高层建筑, 塔楼, 框支剪力墙, 应力分析

CLC Number:

TU973

Tu Lin. Design and Stress Analysis on the Frame-Beared Shear Wall in the Turret of Tall Bulidings[J]. Journal of Chongqing Jiaotong University(Natural Science), 1998, 17(2): 37-44.

涂凌. 高层建筑塔楼结构框支剪力墙设计及应力分析[J]. 重庆交通大学学报（自然科学版）, 1998, 17(2): 37-44.

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Design and Stress Analysis on the Frame-Beared Shear Wall in the Turret of Tall Bulidings

高层建筑塔楼结构框支剪力墙设计及应力分析

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