effective-width - Dissertation

About 45 item dissertation in line with effective-width query results,the following is 1 to 50(Search took 0.038 seconds)

Research on Shear-lag Effect in Combined Box-girder with Corrugated Steel Webs,SunQiang/Chang'an University,0/64
Study on Load-carrying Performance of Axially-loaded Short Column Cold-Formed Steel,SunYang/Inner Mongolia University of Science and Technology,0/48
Influence of Slab on Frame Beam of RC Frame Structure,WangJinLiang/Southwest Jiaotong University,0/20
Research on ’Strong Column and Weak Beam’ by the Effect of Cast-in-Place Floor,YangRuiXin/Kunming University of Science and Technology,0/133
Analysis of Mechanical Behavior and Effective Width of CFST Joints with Exterior Stiffening Ring,FanXiaoBin/Taiyuan University of Technology,0/25
Analysis of the Sidespin’s Composite Beams Effective Width in the Composite Frame Structure’s Negative Moment Region,SuYingQiang/Zhengzhou University,0/19
Calculating Method and Experimental Investigation for Steel-lightweight Aggregate Concrete Composite Beam,LiuDianZhong/Jilin University,4/287
Research on Shear-lag Effect in Combined Box-girder with Corrugated Steel Webs,WuWenQing/Southeast University,49/608
Structure Analysis and Research of Jinma (Gloden Horse) Bridge,YanJuan/Dalian University of Technology,10/824
Shear Lag Theory of T Beam and Box Girder with Wide Flange Based on Symplectic Elasticity,QinXuXi/Jilin University,2/276
The Study on Structural Forms, Mechanical Behaviors and Design Calculation Methods of Orthotropic Monolithic Steel Bridge Decks on High-speed Railway,LuoRuDeng/Central South University,5/221
The Experiment and Analysis of Effective Width in Steel-Composite Beams,BaoZuoZuo/Suzhou Institute of Technology,1/122
A Study Thesis about the Effction Width of Reinforced Concrete Continuous Box Beam Section,YangDaYong/Jilin University,0/89
Contrast and Research of Cold-Formed Steel Structures Standards,YangXue/Beijing Jiaotong University,0/255
The Study of Mechanical Properties for a Composite Truss with Sandwich Panel,JiaGuoQiang/Inner Mongolia University of Technology,0/37
The Study of Strengthening Bridge with Thin-Walled Box Girder,LiDongChao/Guangxi University,2/135
The Research on Composite Effect of Steel-Concrete Beam of Long-Span Composite Girder Cable-Stayed Bridge,HuangZuo/Fuzhou University,7/344
Studies of Shear Lag in Short Leg Walls by Finite Element Method,LuoShiLei/Xi'an University of Architecture and Technology,2/113
Variable cross-section of concrete thin-walled box girder shear lag effect,WanYingJun/Zhejiang University of Technology,6/197
The In-Plane Stability Carrying Capacity Analysis of Beam-Columns Considering the Post-Buckling Strength of the Web,LiHaiPing/Xi'an University of Architecture and Technology,6/142
Behavior of RC Beam-wall Joints in Out-of-plane Directions,ChenDan/Beijing Jiaotong University,0/51
Research on Shear Lag Effect in Steel-Lightweight Concrete Composite Beam,LiLei/Jilin University,1/98
Simply supported steel - concrete composite beam elastoplastic stage effective width analysis,MaZheFang/Zhengzhou University,3/150
Research on the Shear Lag Effect of Thin-Walled Box Girder,JinZhanFeng/Wuhan University of Technology,1/269
The Experiment and Analysis of the Effective Width Value in Steel-Concrete Composite Beams,YiHaiBo/Hunan University,9/330
Research on In-plane Ultimate Bearing Strength of Tapered Column,XuXiaoBo/Nanchang University,6/109
Failure Model Research of Lightweight Steel Wall-columns System under Vertical Load,ZuoLei/Dalian University of Technology,5/135
Study on Seismic Behavior of Reinforced Concrete Non-planar Beam-wall Joints,YangHua/Tsinghua University,8/183
Preliminary Study of Designe Method of Steel-Concrete Composite Slab,ChenJunGang/Southwest Jiaotong University,9/347
Experimental Research of Seismic Behavior of Slab-column Connections,DuanHongTao/Chongqing University,7/198
The potential of cold-formed steel housing market and related design theory,ZhouShuRong/Chongqing University,5/209
Research on Sliping and Effective Width of Bridge Panel in Composite Cable-stayed Bridge,LiuYang/Wuhan University of Technology,1/108
Research on the Axial Compression Capacity of Cold-Formed Stainless Steel Rectangular Hollow Section Columns,ZhangYongYuan/Xi'an University of Architecture and Technology,1/36
Analysis of the Shear Lag Effect in Curved Continuous Box-girder Bridge and the Research on Practical Calculating Method,LiHong/Beijing Jiaotong University,1/98
Research on Composite Effect of Steel-Concrete Composite Beam of Long-Span Cable-Stayed Bridge,DuZhenHua/Southwest Jiaotong University,2/157
Study on the Effective Flange Width of Steel-concrete Composite Beam,OuYangMing/Chang'an University,1/107
Effective Width and Plate-to-Plate Restriction Calculations of Profiled Steel Sheeting,LuYiTao/Xi'an University of Architecture and Technology,1/74
Nonlinear Finite Element Analysis on Profiled Steel Sheets with Web’s Intermediate Stiffeners,WangJing/Xi'an University of Architecture and Technology,1/88
Research on Shear Lag Effect of through Spine Girder for Urban Rail Transit,SuZhiHui/Beijing Jiaotong University,0/36
Steel truss - concrete composite beam effective width of,FanGuoZuo/Zhengzhou University,4/79
The Effect of Slabs on Strong Column-weak Beam Mechanism of RC Frame Structures,SunYang/Harbin Institute of Technology,0/164
Compression Tests and Theoretical Study of High Strength Cold-Formed Steel Stub Columns,ZhouLiHong/Chang'an University,7/52
Experiment and Analysis of Shear-lag Effect of the Steel-concrete Composite Box Girder,LiPing/Suzhou Institute of Technology,0/7
Experiment and Analysis of Shear-lag Effect of the Steel-concrete Composite Box Girder,LiPing/Suzhou Institute of Technology,0/69
Six red River cable-stayed bridge overall performance and girders, towers local performance,LiBin/Central South University,0/25