摘要
长春理工大学科技大厦为双塔连体高层建筑。本文介绍了该工程结构设计中针对其弧形平面、高位连体等特点所做的关于平扭耦联地震效应、双塔连体受力特性等方面的各种对比分析,并介绍了弧形混凝土箱梁施工等方面的内容,供类似工程设计参考。
The technology mansion of Changchun Science and Engineering University is a high-rise building of double-tower connecting. In this paper, according to the characters of arc-shaped and high connected, the lateral-torsional coupled effect and the character of beating force of the double-tower connecting are compared and analyzed. And the construction of the are-shaped concrete box beam is introduced for reference to the similar projects.
出处
《工程抗震与加固改造》
2006年第4期61-64,共4页
Earthquake Resistant Engineering and Retrofitting
关键词
高层双塔连体结构
平扭耦联效应
弧形混凝土箱梁
high-rise building structure of double-tower connecting
lateral-torsional coupled effect
arc-shaped concrete box beam
