Analyses of Nonlinear Models under Low-Cyclic Loading of SRHSHPC Frames
- Release time:2024-08-09
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Affiliation of Author(s):
土木工程学院
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Journal:
Advanced Material Research
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Key Words:
中文关键字：SRHSHPC框架；力学模型；Column-Beam单元；Opensees；非线性分析，英文关键字：SRHSHPC frames, mechanical model, Column-Beam elem
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Abstract:
Based on the object-oriented finite element analysis software Opensees, a hinged 3-floor 2-span, SRHSHPC frames numerical simulation model was built up, under low cycle loading, Comparing the numerical simulation results with experimental data, the results show that four Gauss integral points of the Nonlinear Beam-Column Element with fiber-model can get best simulation effect. This study can provide theory basis for the SRHSHPC frames numerical simulation and the development of seismic performance.
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Note:
郑山锁
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Co-author:
商效瑀,王维
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First Author:
lilei,zhengshansuo
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Indexed by:
Journal paper
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Volume:
卷：368-373
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Issue:
期：
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Page Number:
页：963-966
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Translation or Not:
no
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Date of Publication:
2011-12-01
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