中美钢结构规范高强螺栓连接设计比较  

COMPARISON OF CONNECTION DESIGN OF STEEL STRUCTURES IN CHINESE AND FORIGN CODES

作　　者：蔡志芳[1] 王林[1] 

机构地区：[1]江苏科技大学船舶与海洋工程学院土木工程系,江苏镇江212003

出　　处：《低温建筑技术》2008年第6期95-96,共2页Low Temperature Architecture Technology

摘　　要：根据中美钢结构设计规范的高强螺栓摩擦型和承压型连接设计方法进行研究,结合算例分析两种连接方式以及中美规范的差异与相应的原因,为相关行业设计人员提供参考。According to the relevant provisions of the Chinese and foreign codes for steel structures design, the connection design of the slip - critical connection and bearing - type connection is discussed. Furthermore, different design methods and the diversity of the Chinese and foreign code for steel structures design were investigated through an example. It may serve as a reference to improve the design of the bolt connection.

关 键 词：高强度螺栓 摩擦型连接 承压型连接 设计规范 

分 类 号：TU391[建筑科学—结构工程]