1.
Vibration Characteristics of Changed-section Frame-core Wall with Two Outriggers
带两道加强层变截面框架-核心筒的振动特性
2.
Sectional Optimization of Steel Framework Based on Second-Order Analysis;
基于二阶分析的钢框架截面优化设计
3.
Comparative Research about Methods of Strengthening Joints of Frame by Enlarging Column Section, Bonding Steel Plates and Bonding CFRP;
柱加大截面、粘钢、碳纤维加固框架节点对比分析
4.
Study on Bearing Capacity for SRC Special Shaped Columns;
型钢混凝土异形框架柱正截面承载力研究
5.
Experimental Research on the Behavior of Inquiaxial L-Shaped Column Joins;
不等肢L形截面柱框架节点性能的试验研究
6.
Experimental Research on Shear Performance of Rectangular Frame Columns with Different Area of Stirrups in Both Principal Axes;
不等肢配箍矩形截面框架柱受剪性能试验研究
7.
SHEAR CARRYING CAPACITY OF CONCRETE FRAME COLUMN WITH S-CLIP OVERLAPPING HOOPS
S-Clip复合箍筋混凝土框架柱的斜截面承载力
8.
Experimental investigation of the behavior of one-story one-bay steel frame in fire
H型截面单层单跨钢框架火灾行为试验
9.
Research on the Design Moment in Control Section of Reinforced Concrete Frame Beams
混凝土框架梁控制截面设计弯矩的研究
10.
Research on Seismic Behavior of Frame with T-shaped SRC Columns
T形截面钢骨混凝土异形柱框架抗震性能
11.
Discussion on the choice of multistory steel frames workshop column section type
多层钢框架厂房柱截面形式选取的探讨
12.
The design and prospect of strengthening RC frame by enlarging section
增大截面法加固钢筋混凝土框架的设计与展望
13.
Research on reinforcing frame columns in concrete structures by outer section replacement with high strength materials
高强材料置换截面加固混凝土框架柱的研究
14.
CONTROLLING FOR THE MANUFACTURE ERROR OF VARIABLE SECTION TWIN-ARMED ARC COLUMN
变截面双肢弧形柱架制作误差的控制
15.
Finite Element Analysis on the Stability in Plane of Tapered Portal Frame;
变截面门式刚架平面内稳定的有限元分析
16.
Experimental Investigation and Nonlinear Finite Element Analysis of the Performance of H-Section Steel Frame in Fire;
H型截面钢框架抗火性能的试验研究及非线性有限元分析
17.
Experimental Research on Seismic Behavior of Steel Reinforced Concrete Frame of T Section Special-shaped Column;
T形截面钢骨混凝土异形柱框架抗震性能试验研究
18.
The Curvature Ductility Analysis and Analysis on Seismic Response of the High-Rise Special-Shaped Frame-Shearwall Structure;
高层异形柱框架—剪力墙结构构件截面延性及抗震性能分析