FE modelling of confined eccentrically loaded columns subject to second order effects
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作者:
Ghazi, M
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机构:
Univ New S Wales, Sch Civil & Environm Engn, Sydney, NSW, AustraliaUniv New S Wales, Sch Civil & Environm Engn, Sydney, NSW, Australia
Ghazi, M
[1
]
Foster, SJ
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机构:
Univ New S Wales, Sch Civil & Environm Engn, Sydney, NSW, AustraliaUniv New S Wales, Sch Civil & Environm Engn, Sydney, NSW, Australia
Foster, SJ
[1
]
Attard, MM
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机构:
Univ New S Wales, Sch Civil & Environm Engn, Sydney, NSW, AustraliaUniv New S Wales, Sch Civil & Environm Engn, Sydney, NSW, Australia
Attard, MM
[1
]
机构:
[1] Univ New S Wales, Sch Civil & Environm Engn, Sydney, NSW, Australia
来源:
MECHANICS OF STRUCTURES AND MATERIALS
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1999年
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D O I:
暂无
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
A numerical model is developed to examine the effect of core confinement on the behaviour of eccentrically loaded columns. The 3-D model uses the Microplane-M4 formulation with second order effects included using a total Lagrangian formulation. Comparisons with experimental results are presented and shown to model satisfactorily the load versus lateral displacement. Further development is required to include the effects of cover spalling into the formulation.
机构:
Seoul Natl Univ Sci & Technol, Sch Architecture, 232 Gongreung Ro, Seoul 01811, South KoreaSeoul Natl Univ Sci & Technol, Sch Architecture, 232 Gongreung Ro, Seoul 01811, South Korea
Kim, Chang-Soo
Gong, Yu
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机构:
Shandong Jianshu Univ, Sch Civil Engn, Fengming Rd, Jinan 250101, Shandong, Peoples R China
Shandong Prov Key Lab Appraisal & Retrofitting Bl, Fengming Rd, Jinan 250101, Shandong, Peoples R ChinaSeoul Natl Univ Sci & Technol, Sch Architecture, 232 Gongreung Ro, Seoul 01811, South Korea