design formula - Globe Thesis

Keyword [design formula] Result: 1 - 20 \| Page: 1 of 2
1.	Research On The Ultimate Load-carrying Capacity And Hysteretic Behavior Of Box-section Beam-column Considering Interactive Buckling
2.	Mechanical Property Study And Practical Oblique Section Design Method Study On Multi-ribbed Composite Wall
3.	Bearing Capacity Analysis Of Multiplanar KX-, KT-joints Made Of Square Hollow Sections And Practical Design Formula
4.	Study On Deformation Capacity Of Continuous Steel-Concrete Composite Beams Pre-stressed With External Tendons
5.	Simplification Calculating Method Research For The Creep Of Axial Compression Concrete Members Confined By FRP
6.	Simplified Design Formula On Carrying Capacity Of Cold-Formed Steel Roof Truss
7.	Research On Seismic Behavior Of Energy-Saving Block & Invisible Multi-Ribbed Frame Walls
8.	Service Life Of Vertical Cutoff Walls For MSW Landfills And Determination Of Its Thickness
9.	Bolt Welded Connection Node Test And Finite Element Analysis
10.	Study On Behavior Of Square CFST Under Transverse Local Compression
11.	Finite Element Study On The Ultimate Bearing Capacity Of Concrete Filled Steel Tube With Initial Stress
12.	Comperssive Performance Study Of Square Concrete Columns Confined By CFRP With Corner Reforced
13.	Study On Load-bearing Axis Properties Of Steel Column Encased By Concrete Cover
14.	Study On Distortional Buckling Of Cold-formed Stainless Steel Beams
15.	The Compressive Bearing Capacity Of Normal Section Of RC Short Column Reinforced By Section-increased Method Considering Secondary Loading
16.	Stability Analysis Of Aluminum Alloy Biaxial Compression Members
17.	Seismic Behaviour Of The Connection Between Prefabricated Reinforce-Concrete Shear Wall And Concrete-Filled Steel Tube Column
18.	Study On The Influence Of Braces On The Out-of-plane Stability Of Parallel Twin Circular Arches
19.	Theoretical Research On Uniform-Torsion Rigidity Of Steel-Concrete Composite Beam With Circular And Non-Circular Section
20.	Study On The Mechanical Properties And Restoring Force Model Of Innovative Resilient Rocking Columns
<<First <Prev Next> Last>> Jump to