中文
MOBILE Version
郑山锁
Click:
Updata time:
.
.
Home
Scientific Research
Research Field
Paper Publications
Patents
Published Books
Research Projects
Teaching Research
Teaching Resources
Teaching Information
Teaching Achievement
Awards and Honours
Enrollment Information
Student Information
My Album
Blog
Personal Information
(Professor)
Name (Pinyin):
zhengshansuo
School/Department:
土木工程学院
Gender:
Male
Professional Title:
Professor
Status:
Employed
Discipline:
Structural Engineering
Engineering
Other Contact Information
Email:
c620cf8104e7f706b78620231a598bffc875e105c954c02dfa376f84c9eeb0f211e96a02cd655927c7b5d333954f9c736a6935ec4aa1c47a510b1232f60d552ec549327ee059a37a0e73d11f1733ccc3d634b6508c2eba7ab48b244ff58586068f8437072463326ce4ca47448eeb16dc2b2920b497047cbb846f56dcc2651e00
Paper Publications
Home
>
Scientific Research
>
Paper Publications
酸性大气环境下多龄期钢框架柱抗震性能试验研究
Release time:
2024-08-09
Hits:
Affiliation of Author(s):
土木工程学院
Journal:
土木工程学报
Key Words:
中文关键字:酸性大气; 多龄期钢框架柱; 低周反复加载; 强度衰减; 刚度退化; 累积滞回耗能; 损伤,英文关键字:
Abstract:
利用气雾腐蚀箱对城市酸性大气环境进行模拟,通过改变锈蚀程度、加载方式、加载循环次数、轴压比,对12 榀钢框架柱试件进行低周反复加载试验,考察锈蚀钢框架柱的破坏过程与特征,研究不同锈蚀程度、加载方式、加 载循环次数及轴压比对钢框架柱的荷载-位移滞回曲线、骨架曲线、强度和刚度退化、变形能力、滞回耗能等力学性 能的影响。结果表明: 锈蚀钢框架柱的破坏形态均为柱底端产生塑性铰的延性破坏,其荷载-位移滞回曲线仍呈现 出较为饱满的梭形; 框架柱的锈蚀程度越深,其力学性能劣化就越明显; 随着轴压比的增大,框架柱的延性和耗能 能力有所降低,损伤产生的速率明显加快; 加载路径对框架柱的影响主要体现在构件塑性变形的发展及累积效应 的产生。研究成果可为建立能够描述锈蚀钢结构构件损伤程度的地震损伤模型以及多龄期钢框架结构的地震易 损性研究提供试验支持。
Note:
郑山锁
Co-author:
王晓飞,韩言召,田进,程洋,孙乐彬
First Author:
zhengshansuo
Indexed by:
Journal paper
Volume:
卷:48
Issue:
期:8
Page Number:
页:47-59
Translation or Not:
no
Date of Publication:
2015-08-01
Pre One:
人工盐雾环境下锈蚀箍筋约束混凝土本构试验
Next One:
冻融循环作用后再生混凝土砖墙体抗震性能试验研究
Back
Top