CALCULATION METHOD FOR CONFINED CONCRETE WITH MULTIPLE LATERAL HOOPINGS

Nie Jianguo; Bai Yu; Li shengyong; Xiao Yan

doi:10.13204/j.gyjz200512013

Volume 35 Issue 12

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(12): 43-46

HUANG Xin, LI Yi, ZHU Xudong, HU Xueying, LYU Yang. DAMAGE ANALYSIS OF HIGH-RISE BUILDING STRUCTURES WITH ASYMMETRIC VERTICAL SETBACKS UNDER RARE EARTHQUAKE ACTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 79-84. doi: 10.13204/j.gyjz202006013

Citation:

Nie Jianguo, Bai Yu, Li shengyong, Xiao Yan. CALCULATION METHOD FOR CONFINED CONCRETE WITH MULTIPLE LATERAL HOOPINGS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 43-46. doi: 10.13204/j.gyjz200512013

Citation:

Nie Jianguo, Bai Yu, Li shengyong, Xiao Yan. CALCULATION METHOD FOR CONFINED CONCRETE WITH MULTIPLE LATERAL HOOPINGS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 43-46. doi: 10.13204/j.gyjz200512013

PDF( 0 KB)

CALCULATION METHOD FOR CONFINED CONCRETE WITH MULTIPLE LATERAL HOOPINGS

doi: 10.13204/j.gyjz200512013

1.
1. Department of Civil Engineering,Tsinghua University Beijing 100084;
2.
2. Architectural Design Institute of Guangdong Provice Guangzhou 520000;
3.
3. Dept.of Civil Eng.,University of Southern California,Los Angeles,CA 90089,USA

Received Date: 2005-06-20
Publish Date: 2005-12-20

Abstract

Abstract

Due to compression in three-axis, the ductility and strength of concrete confined by lateral circular hoopings become much higher.In the need of strength and stiffness in local section, multiple lateral hoopings confined concrete is applied into practice, such as beam-column joints, etc.From the existing principle of confined concrete, two methods are proposed on the strength prediction of confined concrete with multiple lateral hoopings.The suitable scope of application of each one is derived through comparison.
- confined concrete,
- multiple lateral hoopings,
- nominal confinement eigenvalue,
- actual confinement eignvalue

FullText(HTML)

References(8)

References

GB 50010-2002 混凝土结构设计规范

[2] 蔡绍怀,焦占拴.复式钢管混凝土柱的基本性能和承载力计算.建筑结构学报,1997(12):20～25

[3] 蔡绍怀.现代钢管混凝土结构.北京:人民交通出版社,2003.54～57

[4] 蔡绍怀.套箍混凝土轴心受压构件的强度计算.建筑结构,1980(4):23～29

[5] 过镇海.钢筋混凝土原理.北京:清华大学出版社,1999.167～170

[6] 蔡绍怀.混凝土及配筋混凝土局部承压强度.土木工程学报,1963(6):1～10

[7] 焦占拴,蔡绍怀.方格网套箍混凝土的强度和变形.土木工程学报,1985(1):30～35

[8] 柏宇.分层钢管混凝土芯柱及其节点的试验研究:[硕士学位论文].北京:清华大学,2004

Relative Articles

[1]	HAN Liangjun, LI Jun, GE Yuanhui, LI Yanchang, LIANG Jiadong, WANG Rongqi, ZHA Xiaoxiong. Theoretical Analysis and Seismic Finite Element Study on Joint Performance of a New Fabricated Dry Connection Self-Centering Structure[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 130-138. doi: 10.13204/j.gyjzG22040210
[2]	HAN Liangjun, LI Jun, GE Yuanhui, LI Yanchang, LIANG Jiadong, WANG Rongqi, ZHA Xiaoxiong. Theoretical Analysis and Finite Element Study on Seismic Performance of New Type Prefabricated Self-Centering Frame Structures with Dry-Connection[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 99-108,57. doi: 10.13204/j.gyjzG22040211
[3]	AN Daoyao. Safety Limit Analysis for the Whole Construction Process of a Super High-Rise Building Under Strong Earthquakes[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 117-122. doi: 10.13204/j.gyjzG21062921
[4]	CHEN Yong, JIAN Bin, LIU Chong. RESEARCH ON SEISMIC PERFORMANCES OF FIRST ASEISMIC GRADE FRAMES WITH PSRC VIERENDEEL TRUSS TRANSFER STORIES UNDER MAIN-AFTER SHOCKS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 45-52,105. doi: 10.13204/j.gyjzG20071008
[5]	NI Qian, ZHANG Bin, LI Jinjin. SEISMIC PERFORMANCE ANALYSIS OF CARBON FIBER REINFORCED FRAME STRUCTURE BASED ON PUSHOVER ANALYSIS METHOD[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 104-108,112. doi: 10.13204/j.gyjz202002015
[10]	Fan Feng, Zhi Xudong. FAILURE MECHANISM OF RETICULATED SHELLS SUBJECTED TO SEVERE EARTHQUAKES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 10-15. doi: 10.13204/j.gyjz201501002
[11]	Li Hongxing, Gao Wei, Zhao Chunlian, Li Guoqiang, Dong Lühe, Sun Feifei. APPLICATION OF BUCKLING-RESTRAINED BRACES ( BRB) IN RC FRAME-BENT MAIN BUILDING STRUCTURE FOR LARGE THERMAL POWER PLANTS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 98-102.
[12]	Zhang Teng, Wu Xiaohan, He Jinsheng. ELASTO-PLASTIC TIME HISTORY ANALYSIS OF STRUCTURE AND CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 90-94. doi: 10.13204/j.gyjz201406021
[13]	Fang Shisheng, Wang Wei, Fang Fei, Wang Sihong, Xu Fengzhi. SEISMIC DESIGN AND ANALYSIS ON A HIGH BUILDING WITH MANY ITEMS EXCEEDING CODE LIMIT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 159-163,153. doi: 10.13204/j.gyjz201203033
[14]	Han Yan, Zhou A-li. SEISMIC PERFORMANCE ANALYSIS OF HRB400 HIGH-STRENGTH REINFORCED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 58-62. doi: 10.13204/j.gyjz201210014
[15]	Yang Junfen, Gu Qiang, Wan Hong, Peng Yiliang. DISCUSSION ON THE REMAINING BEARING CAPACITY OF COMPRESSIVE BRACES AFTER BUCKLING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 124-128. doi: 10.13204/j.gyjz201104026
[16]	Song Yuanqi, Wang Xiaogang, Wen Yanfeng, Liang Yuanzhong, Gong Huguang. ELASTOPLASTIC TIME-HISTORY ANALYSIS OF FRAME-BENT STRUCTURE FOR MAIN MILL BUILDING OF LARGE-SCALE THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 51-54. doi: 10.13204/j.gyjz201001014
[17]	Bai Xiaohong, Bai Guoliang. EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 31-35. doi: 10.13204/j.gyjz201007010
[18]	Xin Li, Liang Xingwen. DIRECT DISPLACEMENT-BASED SEISMIC DESIGN METHOD OF HIGH-RISE BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 6-10,53. doi: 10.13204/j.gyjz200807002
[19]	Duan Hongxia, Li Zhengliang. RESEARCH ON DESIGN MEASURES FOR SEISMIC RESISTANCE OF RC MEGA-FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 22-26. doi: 10.13204/j.gyjz200601008
[20]	Qin Cong-lv, Qian Lei, Gan Gang, Zhang Ai-hui. SEISMIC DESIGN OF AN APARTMENT BUILDING WITH BOTTOM WEAK STORY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 36-38. doi: 10.13204/j.gyjz200610011

Supplements(0)

Cited By

Cited by

Periodical cited type(3)

1.	李浩，汪大洋，赵东卓，谢桢. 全框支厚板转换高层结构质心偏心率振动台试验与数值模拟研究. 工业建筑. 2024(05): 141-149 . 本站查看
2.	黄信，谭成松，陈宇，吴堃，李长辉. 机场滑行道桥桥面板横向有效分布宽度分析. 科学技术与工程. 2022(19): 8475-8480 .
3.	赵建超，陈焰周，张斌，张威，徐伟，肖刚. 三峡博览中心结构设计与分析. 建筑结构. 2021(S1): 489-492 .