nonlinear finite element method - Globe Thesis

Keyword [nonlinear finite element method] Result: 1 - 20 \| Page: 1 of 10
1.	Fracture Mechanism, Cyclical Performance And Design Recommandations Of Welded Flange-Bolted Web Beam-To-Column Rigid Connections In Steel Moment Frames Under Seismic Load
2.	Failure Mechanism And Design Criteria Of Steel Beam-to-column Double-angle Shear Connections Under Cyclic Load
3.	Collapse Mechanism And Design Criterion Of Steel Beam-to-Column End-Plate Connections Under Cyclic Load
4.	Study On Rheological Characters Of Soils And Nonlinear 3D FEM Simulation Of Landslides
5.	Finite Element Flexibility Method Based 3D Inelastic Seismic Response Analysis Of Reinforced Concrete Frames
6.	Collapse Mechanism And Design Criteria Of Eccentrically Braced Steel Frames Under Cyclic Load
7.	Theoretical Research On Suspen-Dome
8.	Two-way Shear Strength Test And FEM Analysis On Reinforced Concrete Frame Columns Retrofitted With CFS
9.	Hysteretic Behavior And Design Criterion Of Beam-To-Column Web Connections In Steel Moment Frames Under Cyclic Load
10.	The Conformation Theories Of Tensility Structures And The Structure Analysis Of Flexible Antennae
11.	The Experimental Research And Theoretical Analysis Of Fire-Resistance Behaviors Of Unbonded Prestressed Concrete Flat Beams
12.	Hysteretic Behavior Of Composite Steel Frame(Weak Axis Of Column) With PR Connection- Reinforced Concrete Infill Shear Wall Structural System Under Cyclic Loading
13.	Flexural Behavior Study On Prestressed Concrete Continuous Beams
14.	Research On Static Behavior Of Reinforced Concrete Column-Steel Beam (RCS) Moment Joints
15.	Experimental And Theoretical Research On Reduced Beam Section Connections Of Steel Frame
16.	Collapse Mechanism And Design Criterion Of Steel Beam-To-Column Four-Angles Connections Under Cyclic Load
17.	Collapse Mechanism And Design Criterion Of Steel Staggered Truss System Under Cyclic Load
18.	Research On Seismic Performance And Performance Index Limits Of RC Shear Wall Components With Rectangular Section
19.	Bearing Performance Assessment Method Of Continuous Box Girder With P.C. Variable Section After Cracking
20.	Three-Dimensional Nonlinear Finite Element Analysis Of Dam Structure And Abutment's Stability In Xiluodu
<<First <Prev Next> Last>> Jump to