端板连接钢框架抗震及抗风作用分析

Analysis on Seismic and Wind Loads Resistance with End-plate Connection of Steel Structure

钢结构端板连接在国外工程设计中比较常见,且在国内也逐渐开始采用。但国内规范并没有针对性的设计指导和规定。本文对中国成达工程公司所承担的外包项目的高层钢结构框架实例,采用端板连接结点形式,基于欧洲规范和国内规范的要求,进行了在横向作用下的动力时程和静力分析,并提出一些设计建议。

Introduce that steel structure with end-plate connections had been adopted abroad already for long time, but has just been used recently domestically. Adopting end-plate connection style by Chengda Engineering Corporation of China for high storey steel structures of foreign projects is based on requirement of European Standards and Chinese standards. Static and kinetic timing process analysis under action of transverse direction is carried out, and constructive proposal put forward.