MECHANICAL BEHAVIOR AND SECTION DESIGN OF VERTICAL MEMBERS FOR SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION

Chu Liusheng; Zhang Junfeng; Bai Guoliang; Zhao Gengqi

doi:10.13204/j.gyjz201005002

Volume 40 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(5): 13-18,27

Chu Liusheng, Zhang Junfeng, Bai Guoliang, Zhao Gengqi. MECHANICAL BEHAVIOR AND SECTION DESIGN OF VERTICAL MEMBERS FOR SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 13-18,27. doi: 10.13204/j.gyjz201005002

Citation:

Chu Liusheng, Zhang Junfeng, Bai Guoliang, Zhao Gengqi. MECHANICAL BEHAVIOR AND SECTION DESIGN OF VERTICAL MEMBERS FOR SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 13-18,27. doi: 10.13204/j.gyjz201005002

Citation:

Chu Liusheng, Zhang Junfeng, Bai Guoliang, Zhao Gengqi. MECHANICAL BEHAVIOR AND SECTION DESIGN OF VERTICAL MEMBERS FOR SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 13-18,27. doi: 10.13204/j.gyjz201005002

PDF( 0 KB)

MECHANICAL BEHAVIOR AND SECTION DESIGN OF VERTICAL MEMBERS FOR SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION

doi: 10.13204/j.gyjz201005002

1.
1. School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China;
2.
2. School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China

Received Date: 2009-07-20
Publish Date: 2010-05-20

Abstract

Abstract

In order to explore the forced behavior of vertical members for SRC frame-RC core wall hybrid structure,a parametric model is established for hybrid structures with various stiffness characteristic value and core tube aspect ratio H/b selected as parameters. Mechanical behavior of vertical members for hybrid structure is stuided by using nonlinear static analysis method,including the internal force state,change trend and failure confine etc. of core wall and outer frame column. Based on the aforementioned research,some suggestions on vertical menber design and member axial compression ratio controlling index are proposed.
- hybrid structure,
- axial compression ratio,
- nonlinear static analysis

FullText(HTML)

References(5)

References

楚留声,白国良,赵更歧,等. 高烈度区型钢混凝土框架-核心混凝土筒体混合结构破坏模式研究[J]. 工业建筑,2010,40(5) :1-6.

[2] GB 500112001 建筑抗震规范[S].

[3] 楚留声,赵更歧,白国良,等. 高烈度区型钢混凝土框架-核心混凝土筒体混合结构协同受力性能研究[J]. 工业建筑,2010,40(5) :7-12.

[4] 楚留声. 高烈度区型钢混凝土框架-钢筋混凝土筒体混合结构体系抗震性能研究[D]. 西安:西安建筑科技大学,2008.

[5] 徐培福,薛彦涛,肖从真,等. 高层型钢混凝土框筒混合结构抗震性能试验研究[J]. 建筑结构,2005(5) :3-8.

Relative Articles

Supplements(0)

Cited By

Cited by

Periodical cited type(17)

1.	石锦坤，郑仁杰，刘晓彬，陈第一，屈衍，王召. 拖挂载荷下复合材料水下防护结构损伤分析. 船海工程. 2024(05): 38-43 .
2.	于峰，谈嗣勇，鲍海英，郭卫东，管玉聪，赵鲁卿. 芯钢管连接的PVC-CFRP管混凝土柱-RC梁边节点抗裂承载力研究. 地震工程与工程振动. 2023(02): 136-145 .
3.	祝明桥，刘万里，王希望. GFRP—自密实RPC组合试件力学性能试验研究. 土木与环境工程学报(中英文). 2022(06): 114-123 .
4.	王秋婉，廖维张，王俊杰. BFRP-FRCM复合层研究进展. 复合材料科学与工程. 2021(01): 121-128 .
5.	李哲，王志立，邢乐阳. 玻璃纤维增强复材条带与钢纤维砂浆加固损伤柱轴心受压试验研究. 工业建筑. 2021(02): 193-198 . 本站查看
6.	蒋宇静，张学朋. 纤维增强聚合物水泥砂浆基复合材料在运营隧道衬砌中加固效果评价. 隧道与地下工程灾害防治. 2020(01): 11-19 .
7.	张洋，李俊杰，王俊，何文涛. 微珠泡沫填充玻璃纤维增强聚合物（GFRP）十字格构柱准静态压缩性能. 材料科学与工程学报. 2020(06): 924-927+994 .
8.	邓自然，尹力，王凯健，王梦啸. CFRP加固非对称工字钢梁的有限元分析. 低温建筑技术. 2019(03): 16-19 .
9.	高永红，黄孝国，金清平. 玻璃纤维复材筋损伤力学性能试验研究. 工业建筑. 2019(04): 174-179 . 本站查看
10.	于洋，梁豪，杨勇. 轴压比对碳纤维布加固钢筋混凝土异形柱抗震性能的影响. 河南科学. 2019(06): 946-954 .
11.	王言磊，陈贵鹏，万宝林，许清风. 大应变纤维增强复材约束冰短柱轴压力学性能试验研究. 工业建筑. 2019(09): 59-63+183 . 本站查看
12.	赵良科，黄靓，曾令宏，许颀，许仲远，高畅. 聚酯纤维FRP加固钢筋混凝土梁抗弯性能. 结构工程师. 2018(04): 160-166 .
13.	高永红，黄孝国，刘华琛，申俊宇. 碱液下GFRP筋力学性能劣化模型研究. 中国塑料. 2018(09): 85-89+134 .
14.	王潇碧. FRP材料特点及其在桥梁隧道工程中的应用分析. 住宅与房地产. 2018(28): 112 .
15.	陈理. 纤维增强复合材料在工程中的应用. 住宅与房地产. 2018(33): 177 .
16.	金清平，田亚威，姚鹏，高永红，于翰林. 玻璃纤维复材筋拉伸性能温度效应试验研究. 工业建筑. 2017(11): 1-4+9 . 本站查看
17.	金清平，王璐，高永红. 不同加载路径下玻璃纤维复材筋黏结性能试验研究. 工业建筑. 2017(11): 10-14 . 本站查看