Specifications

Issue: 1

Issue date: January 2013

Publication year: 2013

Pages: 70-75

Language: Chinese

ISSN: 10006869

CODEN: JJXUD2

Document type: Journal article (JA)

Publisher: Science Press, 18,Shuangqing Street,Haidian, Beijing, 100085, China

Abstract: Based on the cyclic loading test, the finite element analysis on the hysteretic

behaviors of the semi-rigid composite steel frame with steel plate shear wall was conducted to

study the load carrying capacity, hysteretic behavior, stress and deformation development

process, energy dissipation mechanism and failure mode. The results of analysis and test indicate

that the requirement on the joint ductility is lowered by using infilled panels. The cooperative

work between the frame and the shear wall is well. It's an ideal lateral force resisting structural

system, which has excellent energy consumption and high safety margin. The finite element

simulation of structure stress and deformation development course agrees well with the

experimental phenomena. Due to the initial eccentricity, welding residual stress and other

reasons, the finite element analysis results of the peak load is close to the test results at elastic

stage. The finite element analysis of the peak load is higher than the test results, and the

theoretical hysteresis loop is plumper.

Number of references: 7

Main heading: Structural frames

Controlled terms: Curricula - Deformation - Energy dissipation - Energy

utilization - Finite element method - Hysteresis - Hysteresis loops - Numerical

analysis - Plates (structural components) - Shear walls - Steel construction

Uncontrolled terms: Composite steel - Cooperative works - Cyclic loading test -

Development process - Energy dissipation mechanism - Finite element simulations -

High safety - Hysteretic behavior - Hysteretic loop - Initial eccentricity - Lateral

force - Peak load - Seismic behavior - Semi-rigid - Semirigid connections - Steel

frame structures - Steel plate shear walls - Stress and deformation - Structural systems

- Welding residual stress

Classification code: 961 Systems Science - 921.6 Numerical Methods - 921

Mathematics - 901.2 Education - 545.3 Steel - 525.4 Energy Losses (industrial and

residential) - 525.3 Energy Utilization - 422 Strength of Building Materials; Test Equipment

and Methods - 421 Strength of Building Materials; Mechanical Properties - 408.2

Structural Members and Shapes - 402 Buildings and Towers

Database: Compendex

Accession number: 20130615999747

Title: Back analysis of displacements of Heihe clay core rockfill dam at different stages

Authors: He, Min1, 2 ; Li, Ning1 ; Zhang, Xi-Qian3 ; Gao, Huan-Huan2/何敏;李宁;张西前;高

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