单层重钢厂房抗震设计中板件宽厚比限值的确定  

Determination of the Width-Thickness Ratio Limit of the Plate in Seismic Design of the Single-storey Heavy Steel Plant

作　　者：杨春强 YANG Chunqiang(CHINE STAR Construction R&D(Guangdong)Group Co.,Ltd.,Foshan 528300,Guangdong,China)

机构地区：[1]中辰科建(广东)集团有限公司,广东佛山528300

出　　处：《工程技术研究》2022年第24期178-180,共3页Engineering and Technological Research

摘　　要：文章通过对规范条文进行解读,并结合佛山某抗震设防类别为丙类的单层重钢厂房工程案例,对其结构的重要参数进行计算分析,以期为设计同行在单层重钢厂房抗震性能化设计中确定板件宽厚比限值提供合理的设计思路和方法。Through the interpretation of the provisions of the code,and in combination with the case of a single-storey heavy steel plant in Foshan with seismic fortification category C,this paper calculates and analyzes the important parameters of its structure,so as to provide reasonable design ideas and methods for the design colleagues to determine the width-thickness ratio limit of the plate in the performance-based seismic design of the single-story heavy steel plant.

关 键 词：重钢厂房 板件宽厚比 延性耗能 弹性超强 性能化设计 

分 类 号：TU352.11[建筑科学—结构工程]