1) Composite joints of RCS
RCS组合节点
2) composite joint
组合节点
1.
Pseudo-dynamic tests on composite joints with flush end plate connections;
梁柱组合节点的拟动力试验研究
2.
Pseudo-static test research on concrete column-honeycombed steel beam composite joints
混凝土柱-蜂窝钢梁组合节点拟静力试验研究
3.
Numerical simulation was made on the shearing performance of composite joints in the steel girder-buried steel pile shear wall by means of the Ansys software.
利用Ansys软件对钢梁-内埋型钢柱剪力墙组合节点的抗剪性能进行了数值模拟,针对组合节点核心区设置和不设置加劲肋两种情况,对试件的滞回响应和耗能特性进行分析。
3) composite joints
组合节点
1.
Research of temperature distribution for flush end-plate composite joints;
齐平式端板连接组合节点温度场分布研究
2.
Finite element analysis of end-plated semi-rigid composite joints;
端板型半刚性组合节点的有限元分析
3.
FE analysis of semi-rigid composite joints with flush end-plate
平齐端板半刚性组合节点的有限元分析
5) composite connection
组合节点
1.
Details of the advanced finite element models of a semi-continuous composite beam,and a composite connection are presented together with careful calibration against test data.
本文阐述了用来检视、理解和研究组合节点和半连续组合梁的高阶有限元分析模型的最新进展。
6) composite connections
组合节点
1.
Systemic experimental research on 6 different composite connections between concrete filled steel tube columns and shear wall under low cycle reversed loading have been done.
完成了6个由不同形式抗剪连接键连接的钢管混凝土边框与剪力墙组合节点在低周反复荷载下的抗震性能试验。
补充资料：[3-(aminosulfonyl)-4-chloro-N-(2.3-dihydro-2-methyl-1H-indol-1-yl)benzamide]
分子式：C16H16ClN3O3S
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
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