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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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地震激励下钢筋混凝土框架结构楼层损伤研究
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:钢筋混凝土框架结构;数值模拟;损伤演化规律;楼板作用;框架柱轴压比;楼层损伤模型,英文关键字:RC frame structure;numerical simulation;law of sto
Abstract:
地震激励将诱引建筑结构损伤,且损伤会由于荷载循环次数的增加而不断累积。在分析总结国内外关于楼层地震损伤模型研究成果的基础上,得出结构损伤从构件维度上考虑比从整体结构维度上考虑更能合理反映损伤演化规律。采用“预损法”并利用有限元软件ABAQUS模拟框架结构在构件各主要设计参数(如楼板作用、轴压比)变化时所引起的损伤,揭示各类构件损伤对楼层损伤的影响规律,建立往复荷载作用下钢筋混凝土框架结构楼层损伤模型。
Note:
郑山锁
Co-author:
王萌,胡义,闫岳恒
First Author:
zhengshansuo
Indexed by:
Journal paper
Volume:
卷:43
Issue:
期:485
Page Number:
页:34-38
Translation or Not:
no
Date of Publication:
2013-08-01
Pre One:
型钢高强混凝土框架柱多目标优化设计
Next One:
Seismic Behavior of Reinforced Concrete Frame Columns with Different Volumetric Percentage of Stirrups
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