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Keyword [Cyclic Loading Test]
Result: 101 - 120 | Page: 6 of 8
101. Study On Seismic Performance Of Segmental Concrete Bridge Piers
102. Study On Seismic Performance Of A New Type Prefabricated Energy Dissipation Composite Wallboard
103. The Stress Characteristics And Non-coaxiality Of Loess In Cyclic Loading Test
104. Experimental Research On Seismic Behavior Of Energy-consuming Joints For Steel-bamboo Hybrid Frame Structures
105. Research On Seismic Performance Of Parcially Post-tensioned Precast Concrete Frame Jiont
106. Study On Seismic Performance Of Concrete Filled Steel Tube Frame-Grille Type Steel Plate Shear Wall Structure
107. Study On FRPC Pile Under Low Cycle Reserved Loading
108. Experimental Study On Mechanical Properties Of Reinforced Concrete Double-limb Thin-walled High Piers
109. Experimental And Theoretical Analysis Of Exterior Composite Joints With Large Size Double Web Angles And Top-and-seat Angles
110. Study On Seismic Behavior Of Reinforced Concrete Column-Steel Beam (RCS) Side Joints
111. Experimental Study On Seismic Behavior Of Post-tensioned Prestressed Concrete Rocking Wall
112. Research On Energy Dissipation Performance Of Thickness-varying Shear Plate Dampers Made Of Low Yield Stress Steel
113. Experimental Study On Corrugated Steel Plate Concrete Composite Shear Wall Under Low Reversed Cyclic
114. Hysteretic Behavior Research Of Buckling-restrained Reduce Beam Section Connections For Steel Frame
115. Study On The Seismic Performance Of Gravity Type Rocking Shear Wall Structure
116. Anti-seismic Performance Research Of New Type Foam Concrete Core Wallboard And Infilled Wall Frame
117. Analysis On Seismic Performance Of The New Fabricated Cross-shaped Beam-column Joint
118. Research On Seismic Behavior Of Composited Short Column With Steel Reinforced Ultra-high Toughness Cementitious Composite
119. Study On Influence Of Masonry Infills On Seismic Response Of Reinforced Concrete Frames
120. Experimental Study On The Seismic Damage Behavior Of Aeolian Sand Concrete Columns With Different Replacement Rates
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