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Keyword [Local Buckling]
Result: 121 - 140 | Page: 7 of 10
121. Studies On In-plane Stability And Design Of Pin-ended Circular Steel Arches Accounting For Plate Local Buckling
122. Study On Flexural Behavior Of RC Beams Strengthened By U-shape Steel Plates As Box Structures
123. Study On Performance Of H-shaed Steel Members With Large Width-thickness Ratios Under Transverse Impact
124. Constitutive Model Of Thin-walled Circular Cfst Stub Columns Under Axial Compression Considering Local Buckling
125. Research On The Influence Of Residual Stresses On The Stability Of Castellated Beams
126. Investigations On Local Buckling And Nonlinear Deformation Behaviour Of Welded Stainless Steel I-section Flexural Members
127. The Structure Design And Finite Element And Dynamic Analysis Of The WGQ600 Heavy-duty Derrick Port Crane
128. Study On The Local Buckling Behavior Of Hot-rolled Ⅰ Section Based On OIC
129. Research On The Local Buckling Behavior Of Hot-rolled SHS And RHS Based On CSM
130. Research On The Local Buckling Behavior Of Cold-formed Thin-walled SHS And RHS Based On CSM
131. Study On Hysteretic Behavior Of Cellular Beam And Steel-concrete Composite Cellular Beam
132. Local Buckling On The Influence Of Temperature Variation On The Concrete Filled Square Steel Tubular Short Columns
133. Study On Axial Compressive Behavior Of Concrete Confined By Tapered Circle Steel Tube
134. Research On Ultimate Bearing Capability Of Super Rectangular Concrete-filled Steel Tubular Columns With Stiffening Plate Subjected To Axial Compression
135. Research On Compressive Behavior Of Concrete-filled Round-ended Steel Tubular Stub Columns With Binding Bars
136. Local Stability Analysis Of Castellated Beam Web And Setting Of Stiffeners
137. Research On Axial Compressive Performance Of Masonry Walls Retrofitted By Prestressed Steel Strips
138. Research On In-Plane Local-Overall Buckling Behavior Of Welded I-Section High Strength Steel Beam-Columns
139. Research On The Strength And DSM Design Of Cold-formed Steel Plain Channel Axial Compression Column
140. Research On Behavior Of Cold-formed Steel Built-up Box Section Short Columns Failed In Local Buckling
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