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(Professor)
Name (Pinyin):
zhengshansuo
School/Department:
土木工程学院
Gender:
Male
Professional Title:
Professor
Status:
Employed
Discipline:
Structural Engineering
Engineering
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Email:
c620cf8104e7f706b78620231a598bffc875e105c954c02dfa376f84c9eeb0f211e96a02cd655927c7b5d333954f9c736a6935ec4aa1c47a510b1232f60d552ec549327ee059a37a0e73d11f1733ccc3d634b6508c2eba7ab48b244ff58586068f8437072463326ce4ca47448eeb16dc2b2920b497047cbb846f56dcc2651e00
Paper Publications
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基于OpenSEES的砌体结构非线性分析方法研究
Release time:
2024-08-09
Hits:
Affiliation of Author(s):
土木工程学院
Journal:
工业建筑
Key Words:
中文关键字:砌体结构; 有限元分析; 等效框架; 调整系数,英文关键字:OpenSEES
Abstract:
砌体结构的有限元分析方法一直面临着复杂性与精确性两大对立矛盾问题。基于等效框架原 理,为避免对砌体结构进行简化分析时造成的刚度差异变化,采用分别考虑墙片单一弯曲变形调整系数α 和 单一剪切变形调整系数β 来对结构的刚度进行调整,并从理论推导与数值模拟两方面进行验证。结果表明: 引入的调整系数能够更加准确合理地对砌体结构进行非线性数值分析,当墙片高宽比小于1 时,采用剪切变 形调整系数的精确性优于弯曲变形调整系数。
Note:
郑山锁
Co-author:
马德龙,商效瑀
First Author:
zhengshansuo
Indexed by:
Journal paper
Volume:
卷:44
Issue:
期:12
Page Number:
页:68-73
Translation or Not:
no
Date of Publication:
2014-12-01
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型钢混凝土框架结构失效模式的识别和优化
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