Steel frame - Globe Thesis

Keyword [Steel frame] Result: 1 - 20 \| Page: 1 of 10
1.	Collapse Mechanism And Design Criterion Of Steel Beam-to-Column Connection With Cantilever Beam Splicing Under Cyclic Load
2.	Research On Beam-to-Column Connections Of Steel Frame
3.	Collapse Mechanism And Design Criterion Of Steel Beam-to-Column End-Plate Connections Under Cyclic Load
4.	Analysis Of Global Ductility Of Staggered Truss Steel Frame In Severe Earthquake
5.	Research Of Structure Performance And Accessory Technology Of Steel Frame-Concrete Tube Residential Building
6.	Theoretical And Experimental Research Of Cold-formed Steel Residential Building Wall Stud System Subject To Centric Axial Loads
7.	Research On The Ultimate Load-carrying Capacity And Hysteretic Behavior Of Box-section Beam-column Considering Interactive Buckling
8.	Hysteretic Behavior And Design Criterion Of Composite Steel Frame-Reinforced Concrete Infill Wall Structural System With PR Connections
9.	Hysteretic Behavior And Design Criterion Of Composite Steel Frame-Reinforced Concrete Infill Wall Structural System With FR Connections
10.	Experimental Investigation And Nonlinear Finite Element Analysis Of The Performance Of H-Section Steel Frame In Fire
11.	Geometric And Material Nonlinear Analyses For Steel Framed Structures Of Tall Buildings
12.	Research On Computer Simulation Of Typical Seismic Damage To Steel Frame Structures
13.	Study On Behavior Of Connection Between Steel Beam And Concrete Wall With Embedded Section Steel
14.	Study On Elastic-Plastic Properties And Thermal Properties Of Semi-rigid Connection Steel Frame
15.	Hysteretic Behavior Of Composite Steel Frame(Weak Axis Of Column) With PR Connection- Reinforced Concrete Infill Shear Wall Structural System Under Cyclic Loading
16.	Study On Optimal Design Of Steel Frame Systems
17.	Sectional Optimization Of Steel Framework Based On Second-Order Analysis
18.	The Impact Effect Of Partial Fracture In Steel Frame Connections And The Dynamic Behavior Of The Whole Structure After Fracture
19.	Aerodynamic Measures Of Low-rise Buildings In Wind-Resistance Design
20.	Seismic Design For Multi-Story Steel Frames Composed Of Slender Or Non-compact Section
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