1.
Nonlinear analysis on connection with outer diaphragms between square concrete filled steel tube columns and steel beams
方钢管混凝土柱—钢梁外隔板式节点非线性有限元分析
2.
Study on the Seismic Performance of H-beam to Square Tubular Column Connections with Trough Diaphragms;
方管柱-H型钢梁隔板贯通式节点抗震性能研究
3.
3D NONLINEAR FEM ANALYSIS OF CONCRETE-FILLED SQUARE TUBULAR COLUMN AND STEEL BEAM JIONT
方钢管混凝土柱-钢梁外隔板节点三维非线性有限元研究
4.
Study on Load-carrying Capacity of Concrete-Filled Square Tubular Column to Steel Beam Connection with Internal Diaphragms;
内隔板式方钢管混凝土柱—钢梁框架节点承载力研究
5.
Analysis of Loading-carrying Theory for Concrete-filled Rectangular and Square Tubular Column and Study on Diaphragm-through Style Joint;
方矩管混凝土柱计算理论分析及隔板贯通式节点研究
6.
Extended End-plate Bolted Connections Performance Study of Steel Frame Structure;
钢结构梁柱外伸式端板螺栓连接节点性能研究
7.
Behavior of Diaphragm-through Connection between Concrete-Filled Square Tubular Column and Steel Beam
方钢管混凝土柱—钢梁隔板贯通节点性能研究
8.
Study on Concrete-Filled Square Tubular Column to Steel Beam Connection with Internal Diaphragm
内隔板方钢管混凝土—钢梁节点受力性能研究
9.
Behavior research of single through interior diaphragm connection for concrete filled square steel tubular column
方钢管混凝土柱隔板单边贯通节点性能研究
10.
Static Tensile Test on Diaphragm-Through Joints of Concrete-Filled Square Steel Tubular Column
方钢管混凝土柱隔板贯通节点静力拉伸试验
11.
Study on Behavior of Extended End-plate Connection Joint with Reduce-beam Section in Beam-to-column Weak-axis Direction
翼缘削弱型外伸式端板连接节点在梁柱弱轴方向的受力性能研究
12.
Numerical and Experimental Investigation of a Novel Flat-Photobioreactor with Multistage-Separator
一种新型多节隔板-平板式光生物反应器的数值和实验研究
13.
Experimental investigation of the behavior of extended end-plate connections under fire
外伸端板中节点火灾行为的试验研究
14.
The influence of end-plate thickness on beam-column extended end-plate of nodes hysteretic curves
端板厚度对梁柱外伸端板节点滞回性能的影响
15.
Behavior and Construction of Diaphragm-through Connection between Concrete-Filled Square Tubular Column and H-Steel Beam
方钢管混凝土柱-H钢梁隔板贯通节点力学性能及构造研究
16.
Experiment on Seismic Performance of Diaphragm-Through Joint Between Concrete-Filled Square Steel Tubular Column and Steel Beam
方钢管混凝土柱-钢梁隔板贯通节点抗震性能试验
17.
Influence of Inserted Plate on Behavior of Flush End-plate Beam-to-column Joints
垫板对平齐式端板连接梁柱节点性能的影响
18.
Front and rear reinforcing post will have shelf-clip adjustment holes at1/2- inch increments.
前、加强筋上每隔1/英寸有隔板调节孔。