initial geometric imperfections - Globe Thesis

Keyword [initial geometric imperfections] Result: 1 - 20 \| Page: 1 of 1
1.	Theoretical And Experimental Research Of Suspen-Dome Structures
2.	Research On The Mechanical Behavior And Design Method Of Trapezoidal Stiffened Plate In Steel Box Girder
3.	Study On Stability Behavior And Strength Of Column-Supported Steel Silos With Engaged Columns
4.	Structural Behavior Of Long-Span Steel Arches With Variable Box Sections
5.	Structural Behavior Of Large Steel Tanks Under Harmonic Settlement
6.	Structural Behavior Of Column-Supported Steel Silos With A Transition Ring
7.	Elastic-Plastic Buckling Of Ring-Stiffened Cone-Cylinder Intersections Under Internal Pressure
8.	Experimental Study On Column-Supported Steel Silos With Engaged Columns
9.	Experimental Investigation Of Thin-walled Cylindrical Shells Under Differential Settlement
10.	Result Comparisons Between Simplified Design Method And Advanced Non-Linear Analysis For Steel Frames
11.	Result Comparisons Between Simplified Design Method And Advanced Non-linear Analysis For Steel Frames
12.	Response Analysis Of OCS Portal Structure Consider The Initial Geometric Imperfections Under Wind Load
13.	Research On The Calculation Method Of Initial Imperfection About High Formwork Support With Couplers
14.	Study On Initial Geometric Imperfection Model Adopted In Numerical Simulation Of Roll-Welded Cylindrical Shells Under External Pressure
15.	Investigation On Static Stability And Seismic Response Of Keiwwit Single Layer Spherical Reticulated Shells
16.	Study On Local Vibration Of Steel Bridge Deck Considering The Initial Geometric Imperfections And Residual Stress
17.	Study On Construction Simulation Of Reinforced Concrete Dome Structure Using Inflated Forms
18.	Research On The Random Stability Of Single-layer Reticulated Shells Considering The Random Field Of Initial Geometric Defects
19.	Research On Initial Geometric Imperfections Model Of Cold-formed Steel Omega Column Based On 3D-DIC
20.	Study On Buckling Behavior Of Corrugated Steel Webs Considering The Initial Geometric Imperfections And Residual Stresses
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