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Keyword [Behavior]
Result: 141 - 160 | Page: 8 of 10
141.
Study On Lagrange Analysis Method For Rock Mechanical Behavior And Its Application In Engineering
142.
The Mechanics Behavior Research On The Wheel Of Locomotive Added Coupling Ring
143.
Study On Behavior Of Connection Between Steel Beam And Concrete Wall With Embedded Section Steel
144.
The Magnetic Properties Of Pr-doped YBa
2
Cu
3
O
7-δ
Single Crystals And Grain-aligned Hg
0.8
Pb
0.2
Ba
1.5
Sr
0.5
Ca
2
Cu
3
O
y
145.
Joint Closure Under Dynamic Normalload And Propagation Of Stress Waves Across Joints
146.
Experimental Research And Theoretical Analysis Of Behavior Of Concrete Beam Reinforced With FRP Bars
147.
Effect Of Mineral Admixtures On Fatigue Behavior Of Concrete And Mechanism
148.
Experimental And Analytic Study Of Vibration Control Of Cable Based On Shape Memory Alloy Damper
149.
The Research Of Work Safety Process And Action Of Engineering Construction
150.
Stress-Deformation Behavior Of High Concrete Face Rockfill Dams Built On Thick Alluvium Deposits
151.
Theoretical And Experimental Study On Fatigue Behavior And Reliability Of Engine Crankshaft
152.
Research On The Behavior Of Rectangular Concrete Columns Strengthened With CFRP Sheets
153.
The Experimental Research And Theoretical Analysis Of Fire-Resistance Behaviors Of Unbonded Prestressed Concrete Flat Beams
154.
Research On Seismic Behavior And Analysis Method Of Long Span Space Structures Under Multiple Support Excitations
155.
Study On Flexural Behavior And Debonding Failure Of CFRP-strengthened RC Beams
156.
Research On The Seismic Design Of Braced Frame And Slits Shear Wall
157.
Research On Behavior And Life Assessments Of Low Cycle Fatigue And Fatigue-Creep Interaction For Typical Pressure Vessel Steels At Elevated And High Temperature
158.
Experimental And Theoretical Research On Torsional Behavior Of CFRP Strengthened Reinforced Concrete Box Beams Subjected To Combined Action
159.
Research On Performance Of Concrete Beams, Columns And Joints Reinforced By FRP
160.
On Behaviour Space
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