SEISMIC PERFORMANCE RESEARCH ON PREFABRICATED CONCRETE-BLOCK WALLS WITH STRUCTURE OR CORE COLUMNS

OUYANG Jinqiu; HUANG Liang; ZENG Linghong; SHI Chuxian; DENG Peng; CAO Yang

doi:10.13204/j.gyjzG19112302

Volume 51 Issue 1

Apr. 2021

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(1): 61-67,93

QING Longbang, YANG Zhuofan, MU Ru. EFFECTS OF AGES ON FRACTURE PROPERTIES OF ORIENTED STEEL FIBER-REINFORCED CEMENTITIOUS COMPOSITES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 146-151. doi: 10.13204/j.gyjzG20012801

Citation:

OUYANG Jinqiu, HUANG Liang, ZENG Linghong, SHI Chuxian, DENG Peng, CAO Yang. SEISMIC PERFORMANCE RESEARCH ON PREFABRICATED CONCRETE-BLOCK WALLS WITH STRUCTURE OR CORE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 61-67,93. doi: 10.13204/j.gyjzG19112302

Citation:

PDF( 8404 KB)

SEISMIC PERFORMANCE RESEARCH ON PREFABRICATED CONCRETE-BLOCK WALLS WITH STRUCTURE OR CORE COLUMNS

doi: 10.13204/j.gyjzG19112302

1. College of Civil Engineering, Hunan University, Changsha 410082, China;
2. Guizhou Province Construction Waste Prefabricated Wall Engineering Technology Center, Anshun 561000, China

Received Date: 2020-05-20
Available Online: 2021-04-30

Abstract

Abstract

To explore the effects of ratios of shear spans to effective depths, axial pressure, and structural measures on seismic performances of prefabricated concrete-block walls, low cycle reciprocated loading tests on six block walls were conducted and hysteretic characteristics, bearing capacity, stiffness degradation and ductility of the prefabricated concrete-block walls were analyzed. The results showed that the seismic performances of walls were significantly affected by structure columns or core columns, and ratios of shear spans to effective depths and axial pressure could significantly influcence shear capacities of walls. In practical engineering, the seismic performances of the walls could be improved by adding appropriate structure columns or core columns.
- prefabricated concrete-block walls,
- low cyclic reciprocated loading,
- seismic performance

FullText(HTML)

References(17)

References

黄靓,施楚贤.新中国成立70年来砌体结构发展与展望[J].建筑结构,2019,49(19):113-118

,135.

黄靓. 框支配筋砌块砌体剪力墙多自由度子结构拟动力试验研究及非线性地震反应分析[D].长沙:湖南大学,2005.

SHING P B,SCHULLER M, HOSKERE V S. In-Plane Resistance of Reinforced Masonry Shear Wall[J]. Journal of Structural Engineering,1990,116(3):619-640.

SHING P B,SCHULLER M,HOSKERE V S, et al. Flexural and Shear Response of Reinforced Nasonry Shear Walls[J]. ACI Journal,1990,87(6):646-656.

SHING P B,NOLANG J L, KLAMERUS E. Inelastic Behavior of Concrete Masonry Shear Walls[J]. Journal of Structural Engineering,1989,115(3):2204-2225.

李利刚. 低周反复荷载下290厚砌块整浇墙弯曲破坏模式试验研究[D].哈尔滨:哈尔滨工业大学,2011:18-33.

张锋剑,白国良,冯向东,等.再生混凝土砌块墙体抗震性能试验研究[J].工业建筑,2012,42(4):37-43.

程蓓,张强,李文峰.新型装配式钢筋混凝土剪力墙连接节点受力性能研究[J].工业建筑,2019,49(2):49-54

,65.

李国强,黄小坤,李然,等.带底部后浇区的装配式剪力墙水平拼缝性能试验及有限元分析[J].建筑科学,2014,30(5):45-51.

中华人民共和国住房和城乡建设部. 建筑抗震设计规范:GB 50011-2010[S]. 北京:中国建筑工业出版社,2010.

中华人民共和国住房和城乡建设部.砌体结构设计规范:GB 50003-2011[S]. 北京:中国建筑工业出版社,2011.

中华人民共和国住房和城乡建设部. 建筑抗震试验规程:JGJ/T 101-2015[S]. 北京:中国建筑工业出版社, 2015.

施楚贤. 砌体结构理论与设计[M]. 北京:中国建筑工业出版社,2014.

骆万康,李锡军.砖砌体剪压复合受力动、静力特性与抗剪强度公式[J].重庆建筑大学学报,2000(4):13-19.

宋力. 混凝土砌块砌体在剪-压作用下抗剪强度研究[G]//砌体结构理论与新型墙材应用.北京:中国工程建设标准化协会砌体结构专业委员会,2007.

吕伟荣,施楚贤,刘桂秋.剪压复合作用下砌体的静力与抗震抗剪强度[J].工程力学,2008(4):158-164.

蔡勇,施楚贤,马超林,等.砌体在剪-压作用下抗剪强度研究[J].建筑结构学报,2004(5):118-123.

Relative Articles

[1]	HUA Qinchun, WANG Xiuli, WANG Kang, WANG Jinzhou, LI Yanyan, LI Chunlong. Progressive Collapse Analysis and Construction Process Monitoring for Long-Span Retractable Structures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 90-98. doi: 10.3724/j.gyjzG23102005
[2]	SUN Xin, WANG Junjie, ZHAO Yong, WANG Wei. Numerical Analysis of Joint of Composite Beam and Rectangular Steel Tube Under Progressive Collapse Condition[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 140-146. doi: 10.13204/j.gyjzG20100803
[7]	Liu Renjie, Xue Suduo, Li Xiongyan, Sun Guojun. DYNAMIC RESPONSE ANALYSIS UNDER LOCAL DAMAGE OF CABLE OR ROD IN THE ANNULAR CROSSED CABLE-TRUSS STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 32-35. doi: 10.13204/j.gyjz201501006
[8]	Shu Xingping Mao Jiaxi Yuan Zhishen Lu Beirong, . THE EVALUATION OF CAPACITY TO RESIST PROGRESSIVE COLLAPSE OF PREFABＲICATED STEEL FRAME STRUCTURE WITH INCLINED SUPPORT JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 13-17. doi: 10.13204/j.gyjz201510003
[9]	Liu Maosheng, Zhang Yingzhi, Guo Yongsheng. CONCEPT DESIGN FOR DYNAMIC MACHINE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 7-9. doi: 10.13204/j.gyjz201406002
[10]	Wang Lai, Ma Yang, Qiu Jing. PROGRESSIVE COLLAPSE ANALYSIS OF STEEL FRAME STRUCTURE WITH COMPOSITE FLOOR SLAB TWO-WAY TENSION MODEL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 159-163. doi: 10.13204/j.gyjz2001407033
[11]	Cai Jianguo, Wang Fenglan, Feng Jian, Zhang Jin. REVIEW OF THE KEY ELEMENT FOR PROGRESSIVE COLLAPSE OF STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 85-89. doi: 10.13204/j.gyjz201110021
[12]	Bai Feng. DISCUSSION ON ASEISMIC CONCEPTUAL DISIGN OF MIDDLE AND PRIMARY SCHOOLS' BUILDINGS IN CHINA FOR PREVETING COLLAPSE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 42-46. doi: 10.13204/j.gyjz200901008
[13]	He Yaping, Zhuang Zuocheng, Han Tianwei, Yu Changhai, Gao Jianzhong, Dong Lilei. DESIGN OF COMPOSITE PILE OF PRESTRESSED PIPE PILE AND CAISSON PILE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 119-121. doi: 10.13204/j.gyjz200809034
[14]	Zhang Wenge. ANALYSIS AND SUGGESTIONS OF ACCIDENT TO A CONVERTER FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 91-93. doi: 10.13204/j.gyjz200402027

Supplements(0)

Cited By

Cited by

Periodical cited type(2)

1.	卫颖颖，刘超群，罗林. 多尺度纤维对水泥基复合材料性能的影响. 深圳大学学报(理工版). 2024(02): 145-151 .
2.	夏旸昊，杨鼎宜，高函，郭子荣，钱云峰. 聚甲醛纤维超高强混凝土断裂性能研究. 工业建筑. 2022(12): 179-185 . 本站查看