1) end-plate bolted connections
端板螺栓连接
1.
In order to analyze the prying force which commonly exists in extended end-plate bolted connections,finite element method considering contact problem is adopted to study the magnitude and distributing rule of prying force on the end-plate interface,and the main inflection factors of prying force.
采用考虑接触问题的有限单元法对外伸式端板螺栓连接中普遍存在的撬力问题作分析,重点探讨端板接触面中挤压力的大小、分布规律以及影响撬力的主要因素。
2) end-plate bolted steel frame
端板螺栓连接钢框架
6) high-strength bolted end-plate connection
高强螺栓端板连接
1.
The high-strength bolted end-plate connections satisfied the requirements of aseismic design and were suggested to be designed as rigid connections within the drift limitation of related code.
通过一榀高强螺栓端板连接的2层1跨半4∶7比例组合梁-方钢管混凝土模型框架的拟动力试验、拟静力试验和静力推覆试验,运用子结构方法,模拟了一榀10层3跨的平面框架,研究了钢管混凝土框架结构的破坏形态、位移响应、滞回特性和耗能等抗震性能。
补充资料：高强度螺栓连接的厂房钢结构
高强度螺栓连接的厂房钢结构
高强度螺栓连接的厂房钢结构
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条