Font Size:
a
A
A
Keyword [amplification factor]
Result: 81 - 100 | Page: 5 of 6
81.
Research On Structural Influencing Coefficient And Deflection Amplification Factor Of Semi-rigid Connected Steel Frame-Steel Plate Shear Wall
82.
Pseudo-Static Test Research On Strong Column Weak Beam Of RC Frame Structure Beam-Column Connection
83.
Numerical Studies On The Progressive Collapse Resistance Of Multi-story RC Buildings With And Without Infill Walls
84.
Study On Dynamic Hysteretic Behavior And Seismic Reduction Performance Of Viscous Damping Energy Dissipation Coupling Beams
85.
Research On Active Damper For High Frequency Harmonic Suppression Of Wind Power Gridconnected System
86.
Torsion Effect Analysis Of Steel-concrete Composite Box Girder
87.
Analysis On Restrained Torsion Of Continuous Box Girder Bridge With Variable Cross-Section
88.
Analysis On Distortion Effect Of Box Girders Based On Principle Of Energy Variation
89.
Research On The Effect Of Central Clamp On Suspension Bridge
90.
Research On Vehicle-Bridge Coupling Vibration Of Multitower Partially Cable-stayed Bridge
91.
Research On Dynamic Responses Of The Concrete Self-Anchored Suspension Bridge Subjected To The Abrupt Breakage Of Hangers
92.
Investigation On Mechanical Behavior Of Long-span Railway Cable-stayed Bridge Using CFRP Cables Subejected To Vehicle-bridge Interaction
93.
Study On The Influence Coefficient And Displacement Amplification Factor Of Y-Typed Eccentrically Braced Combined With High Strength Steel Structure
94.
Study On Structural Influence Coefficient Of K-shaped Eccentric Support Structure Of High Strength Steel
95.
Analysis Of Dynamic Amplification Factor Of Separated Solid Slab Girder Bridge Under Heavy-load Vehicle Actio
96.
Research On Seismic Performance Of Infilled RC Frame Structures With Different Moment Magnifying Factors Of Columns
97.
Analysis Of Vertical Acceleration Floor Spectra Of Multistory Reinforced Concrete Frame Structures
98.
Model Test And Finite Element Analysis Of Cable Breakage Response For An Irregular Arch Bridge With Inclined Arch And Curved Beam
99.
Dynamic Response Analysis Of Large Flow Multi-tower Cable-stayed Water Conveyance Pipeline Bridge Under Water Hammer Effect
100.
Research On Improved Calculation Method Of Integral Response Displacement Of Shallow-buried Pipeline Tunnel Portal Structure In Strong Earthquake Area
<<First
<Prev
Next>
Last>>
Jump to