steel columns - Globe Thesis

Keyword [steel columns] Result: 101 - 120 \| Page: 6 of 7
101.	Testing and analysis of structural steel columns subjected to blast loads
102.	Instabilities in thin-walled steel columns under three dimensional nonproportional cyclic loading
103.	Response of wide flange steel columns subjected to constant axial load and lateral blast load
104.	Steel reinforced polymer strengthening of reinforced concrete to resist blast loads
105.	Behaviour of Steel Plate Shear Walls Fabricated with Partially Encased Composite Columns
106.	Drift capacity of concrete columns reinforced with high-strength steel
107.	Analysis and design of fire-exposed steel columns
108.	Strengthening slender S-section steel columns using CFRP plates of various moduli
109.	Seismic performance of precast concrete dual-shell steel columns for accelerated bridge construction
110.	Study On Overall Buckling Behavior Of Steel Columns Reinforced With Pre-stressed CFRP Strips
111.	Research On Bearing Capacity Computing Theory Of Lipped C-section Stainless Steel Columns With Various Buckling Modes
112.	Study On The Structural System Composed Of High Strength Steel Columns,Ordinary Strength Steel Beams,and Low Yield Point Steel Buckling-Restrained Braces
113.	Experimental Study On PET FRP-Concrete-High Strength Steel Columns Under Compression
114.	Experimental Research On Strengthening Eccentrically Compressed Steel Columns Encased With Reactive Powder Concrete Under Load
115.	Cyclic Performance Of High Strength Steel Columns And Structures Based On Plastic Hinged Beam-Column Element
116.	Research On The Overall Buckling Behavior Of Superior High-performance Steel Columns At Ambient Temperature And Under Fire
117.	Seismic Behavior Of L-shaped Short Leg Shear Walls With Concealed Steel Columns And Concealed Braces
118.	Experimental Study Of Neutral Salt Spray Corrosion Under The H-type Steel Column Hysteresis
119.	Study On Compression Behavior Of Foamed Concrete-filled Cold-formed Thin-walled Steel Columns
120.	Dynamic Behavior Analysis Of Steel Columns Subjected To Extreme Loads At High Temperature
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