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Keyword [residual load]
Result: 1 - 19 | Page: 1 of 1
1.
Study On The Column Reinforced By Inner Circular Steel Tubes Under Axial Force In Normal Temperature And After Fire
2.
Damage Assessment Of RC Slabs Subjected To Blast Load
3.
Study Of The Residual Load Bearing Capacity Of Steel-concrete Axial Compression Columns After High Temperature
4.
Reinforced Concrete Beam Performance Degradation After High Temperature Regularity
5.
Experimental And Theoretical Studies On The Construction Effects For Jacked Open-ended Concrete Pipe Piles
6.
The Study On Surface Characteristics And Eccentric Compressive Load-capacity Of Corroded H-shape Steel Members At Neutral Salt Fog Environment
7.
Experimental Study On Temperature Field And Thermal Damage Of Concrete Beam At Elevated Temperature
8.
Research On The Redundant Design Of Axial Magnetic Bearing
9.
Experimental Investigation On Fire Resistance Of Composite Cross-shaped Column Reinforced By Inner High-strength Concrete-filled Steel Tubular Core Column
10.
The Analysis Methods Of Warships Structure Strength And The Software System Development
11.
Research On Stochastic Production Simulation Methods For Power Generation System
12.
Residual Load Capacity And Experimental Research On Short Steel Tube Infilled With High Strength Concrete Column Post-Fire
13.
Research On Residual Load Bearing Capacity Of Post-fire Circular Steel Tubes Under Axial Compression And Practical Design Method
14.
Research On Residual Load Bearing Capacity Of Post-fire Circular Steel Tubes Under Eccentric Compression And Practical Design Method
15.
Experimental Study On Fire Resistance Of Pre-stressed Laminated Plates
16.
Experimental Study On Fire Resistance Of One-way Simply Supported Laminated Slabs
17.
Experimental Research On Mechanical Performance Of Large-scale Reinforced RPC Columns At High Temperature And After High Temperature
18.
Response And Axial Residual Load Capacity Of 6061-T6 Aluminum Alloy Tubes Under Lateral Impact
19.
Corrosion Reinforced Concrete Beam Arch Effect And Bearing Capacity Research Considering Steel Bar Bond Slip
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