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Keyword [Hysteretic curve]
Result: 161 - 180 | Page: 9 of 10
161.
Numerical Simulation Of Honeycomb Aluminum-lead Composite Damper
162.
Study On Vibration Reduction Performance Of Steel Frame Structures With Additional Metal Dampers
163.
Experiment Investigation Of Oil Damper Used For Seismic Resistant Design Of Bridge
164.
Study On The Factors Affecting The Seismic Performance Of Self-resetting Energy Dissipation Bridge Piers
165.
Study On The Influence Of Integral Assembled Partition Wall On Seismic Performance Of Frame
166.
Research On Seismic Behavior Of A New Type Of Concrete Assembled Beam-column Joint
167.
Research On The Deterioration Of The Seismic Performance Of Corroded Reinforced Concrete Columns
168.
Finite Element Studay On Aseismic Performance Of Weakened Jiojnts Of Reinforced Steel Frame Beams With Channel Steel
169.
Mechnical Performance Of The Steel Frame-intercalated Multi-ribbed Composite Wall Structure
170.
Experimental Study On The Axial Mechanical Properties And Functional Properties Of Flexible Joints In Pipelines
171.
Study On Seismic Response Of Reticulated Shell Structure Using Aluminum Restrained Buckling Restrained Braces
172.
Study Of Seismic Performance On Semi Penetrate Joints With Hunches In Composite Cfst Column And Steel Beam
173.
Study On The Mechanical Property And Optimal Design Of A New Type Of Mild Steel Damper
174.
Experimental Research On Dynamic Properties Of Reconstituted Weak Expansive Soil
175.
Research On Energy Dissipation Shock Absorber With Displacement Amplification Functin And Shock Absorption Performance
176.
Study On Seismic Behavior Of Low Layer Assembled Slit Hollow Shear Wall
177.
Research On Seismic Performance Of Concrete Coupled Shear Wall Based On Abaqus Finite Element Model
178.
Study On Seismic Behavior Of Prestressed Self-resetting Masonry Wall Based On Finite Element Simulation
179.
Experimental Research On Seismic Performance Of Superimposed Concrete Wall Panels Node
180.
Numerical Simulation Analysis Of Hysteretic Behavior Of Iron Tailings Concrete Column
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