SEISMIC BEHAVIOR EXPERIMENT AND DAMAGE ANALYSIS ON RC L-SHAPED COLUMNS SUBJECTED TO CYCLICAL LOADING

Li Shuchun; Diao Bo; Ye Yinghua; Gao Changzhong; Cui Haihong

doi:10.13204/j.gyjz200806010

Volume 38 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(6): 30-34,57

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:

Li Shuchun, Diao Bo, Ye Yinghua, Gao Changzhong, Cui Haihong. SEISMIC BEHAVIOR EXPERIMENT AND DAMAGE ANALYSIS ON RC L-SHAPED COLUMNS SUBJECTED TO CYCLICAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 30-34,57. doi: 10.13204/j.gyjz200806010

Citation:

PDF( 0 KB)

SEISMIC BEHAVIOR EXPERIMENT AND DAMAGE ANALYSIS ON RC L-SHAPED COLUMNS SUBJECTED TO CYCLICAL LOADING

doi: 10.13204/j.gyjz200806010

1.
1. University for Science and Technology Beijing Beijing 102206;
2.
2. The Department of Civil Engineering,Beihang University Beijing 100083;
3.
3. Tieling Municipal Construction Lommittee Tieling 112000

Received Date: 2007-09-19
Publish Date: 2008-06-20

Abstract

Abstract

Anti-seismic behavior and damage analysis of L-shaped section cross column are investigated based on 3 groups of 6 specimens subjected to cyclic loading.The include mechanical performances such as bearing capacity, failure pattern,hysteretic property,declining stiffness etc,are analyzed by the experiments.Research results indicate anti-seismic calculations of the columns should be according to direction of engineering axial and degree 45.
- L-shaped section column,
- cyclical loading,
- anti-seismic behavior,
- damage analysis

FullText(HTML)

References(7)

References

陈云霞,刘超,赵艳静. T形、L形截面钢筋混凝土双向压弯构件正截面承载力的研究[J].建筑结构,1999,(01):11-15.

[2] 巩长江,康欲贻,姚硠. L形截面钢筋混凝土框架柱受剪性能的试验研究[J].建筑结构,1999,(01):31-34.

[3] 李淑春,刁波,叶英华. 基于正交设计的L形截面损伤敏感因素分析[J].工业建筑,2007,(05):5-10.doi: 10.3321/j.issn:1000-8993.2007.05.002.

[4] 王依群,薛敬,康谷贻. 异形截面框架柱扭转分析[J].东南大学学报（自然科学版）,2002,(zk):51-60.

[5] 王丹. 钢筋混凝土框架异形柱设计理论研究[D].大连:大连理工大学,2002.

[6] 曹万林,王光远,吴建有. 不同方向周期反复荷载作用下L形柱的性能[J].地震工程与工程振动,1995,(01):67-72.

[7] JGJ 149-2006.混凝土异形柱结构技术规程[S].

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 .