EFFECT OF GEOMETRIC PARAMETER ON THE HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE DEEP BEAM

Xue Ping; Zheng Hong; Lu Lu

doi:10.13204/j.gyjz200907013

Volume 39 Issue 7

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(7): 41-43,102

ZHU Yangui. Discrete Element Method Analysis on Shear Responses of Mixed Soil During Anisotropic Consolidation[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 167-173. doi: 10.3724/j.gyjzG22062701

Citation:

Xue Ping, Zheng Hong, Lu Lu. EFFECT OF GEOMETRIC PARAMETER ON THE HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE DEEP BEAM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 41-43,102. doi: 10.13204/j.gyjz200907013

ZHU Yangui. Discrete Element Method Analysis on Shear Responses of Mixed Soil During Anisotropic Consolidation[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 167-173. doi: 10.3724/j.gyjzG22062701

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EFFECT OF GEOMETRIC PARAMETER ON THE HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE DEEP BEAM

doi: 10.13204/j.gyjz200907013

1.
1. Xi’an Railway Transportation Vocational Technical College,Lintong 710600,China;
2.
2. School of Construction Engineering,Chang’an University,Xi’an 710061,China;
3.
3. China Jingye Engineering Corporation Limited,Beijing 100088,China

Received Date: 2009-02-24
Publish Date: 2009-07-20

Abstract

Abstract

Steel frame filled with reinforced concrete deep beam(RCDB) is a new kind of lateral resisting system for tall building structure.The programming ANSYS was used to analyze the hysteretic behavior of the reinforced concrete deep beam with different high-to-span ratio and thickness.The results indicate that the reinforced concrete deep beam with different geometric parameter filled in the frame can effectively affect the lateral resisting stiffness,ultimate bearing capacity,ductility and energy dissipation capacity of the frame structure and meet requirement of a wide range variation of the lateral stiffness of the structure.Based on comparison analysis of the hysteretic behavior of reinforced concrete deep beam with different geometric parameter,the value of high-to-span ratio 1.5 is suggested for the deep beam that can be used in the new structure,structural reinforcement as well.
- reinforced concrete deep beam,
- hysteretic behavior,
- steel frame

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References(4)

References

Kahn L F,Hanson R D.Infilled Walls for Earthquake Strengthening[J].Journal of Structural Engineering,1979,105(ST4):283-296;

[2] Kabele P,Takeuchi S,Inaba K,et al.Performance of EngineeredCementitious Composites in Repair and Retrofit:Analytical Estimates[G]//Reinhardt HW,Namaan A,Editors.High Performance FiberReinforced Composites.Bagneux,France:RILEMPublishers,1999:617-627;

[3] Kesner K E.Investigation of Infill Panels Made from EngineeredCementitious Composites for Seismic Strengthening and Retrofit[J].Journal of Structural Engineering,2005,131(11):1712-1720;

[4] 朱伯龙.结构抗震试验[M].北京:地震出版社,1989:40-60.

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