STUDY ON PLASTIC-DAMAGE SEISMIC MODEL FOR REINFORCED CONCRETE FRAMES

Fan Chang-lin; Shi Zhi-qiang

doi:10.13204/j.gyjz201210015

Volume 42 Issue 10

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(10): 63-66,125

Zeng Zhixing. STUDY ON CRACK IN STEEL FIBER REINFORCED CONCRETE BASED ON FRACTURE MECHANICS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 53-55. doi: 10.13204/j.gyjz200503019

Citation:

Fan Chang-lin, Shi Zhi-qiang. STUDY ON PLASTIC-DAMAGE SEISMIC MODEL FOR REINFORCED CONCRETE FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 63-66,125. doi: 10.13204/j.gyjz201210015

Zeng Zhixing. STUDY ON CRACK IN STEEL FIBER REINFORCED CONCRETE BASED ON FRACTURE MECHANICS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 53-55. doi: 10.13204/j.gyjz200503019

Citation:

Fan Chang-lin, Shi Zhi-qiang. STUDY ON PLASTIC-DAMAGE SEISMIC MODEL FOR REINFORCED CONCRETE FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 63-66,125. doi: 10.13204/j.gyjz201210015

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STUDY ON PLASTIC-DAMAGE SEISMIC MODEL FOR REINFORCED CONCRETE FRAMES

doi: 10.13204/j.gyjz201210015

Fan Chang-lin¹,
Shi Zhi-qiang²

1.
1. Taiyuan City Vocational College,Taiyuan 030027,China;
2.
2. Beijing Victory Star Architectural &Civil Engineering Design Co.Ltd,Beijing 100025,China

Received Date: 2012-01-17
Publish Date: 2012-10-20

Abstract

Abstract

A plastic-damage model for reinforced concrete frames was developed based on the classical plastic model and the continuum damage model.The plastic-damage constitutive law was implemented into a beam model for framed structures,in which these were described by elastic beams and columns with two inelastic hinges at their ends.A damage index useful in evaluating the state of structural members and a meaningful global damage index for whole structure were introduced.The plastic-damage model,together with the member and global damage indices,were adequate for the computation of the limit load of reinforced concrete frames subjected to seismic actions.Examples of applications of the methodology to the non-linear analysis of reinforced concrete framed structures were finally given． The result indicates that the model has reliable accuracy．
- plastic-damage model,
- non-linear dynamic analysis,
- global damage index,
- reinforced concrete frame

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References(8)

References

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李杰，吴建营.混凝土弹塑性损伤本构模型研究[J].土木工程学报，2

[3] Park Y J， Ang AH.Mechanistic Seismic Damage Model forReinforced Concrete [J].Struct Eng: ASCE，1985，111 (4 ):722-739.

[4] Simo J C，Ju J W.Stress and Strain Based Continuum DamageModels-I Formulation [J].Solid Struct，1987，23: 821-840.

[5] Luccioni B，Oller S，Danesi R.Coupled Plastic-Damage Model[J].compute Method Appl Mech Eng，1996，129: 81-89.

[6] 方运红，李青宁，张守军.肢剪力墙损伤累积力学模型[J].世界地震工程，2009(1): 54-58．

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