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:
Shu Ganping, Liu Xiaoying, Miao Wei. EXPERIMENTAL RESEARCH AND BEARING CAPACITY ANALYSIS OF AXIALLY COMPRESSIVE REINFORCED CONCRETE-FILLED STEEL TUBE SHORT COLUMN[J]. INDUSTRIAL CONSTRUCTION , 2010, 40(4): 100-106,136. doi: 10.13204/j.gyjz201004022
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:
Shu Ganping, Liu Xiaoying, Miao Wei. EXPERIMENTAL RESEARCH AND BEARING CAPACITY ANALYSIS OF AXIALLY COMPRESSIVE REINFORCED CONCRETE-FILLED STEEL TUBE SHORT COLUMN[J]. INDUSTRIAL CONSTRUCTION , 2010, 40(4): 100-106,136. doi: 10.13204/j.gyjz201004022
EXPERIMENTAL RESEARCH AND BEARING CAPACITY ANALYSIS OF AXIALLY COMPRESSIVE REINFORCED CONCRETE-FILLED STEEL TUBE SHORT COLUMN
1.
1. Key Laboratory of Reinforced Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210096,China;
2.
2. School of Material and Architectural Engineering,Guizhou Normal University,Guiyang 550059,China
Received Date: 2009-10-15
Publish Date:
2010-04-20
Abstract
The axially compressive bearing capacity may be further enhanced,together with the plasticity and ductility also be improved by setting steel bars into circular concrete-filled steel tube column. Based on the limit equilibrium theory of concrete-filled steel tube column,the axially compressive static tests of 38 reinforced concretefilled steel tube short column specimens were carried out,in order to explore their bearing mechanism and failure modes. Some factors influencing the axial load-bearing capacity of the specimens are analyzed. The method of calculating the axial load-bearing capacity for this kind of short column is studied to provide a reference for the subsequent studies and the revision of correlative standards.
References
JCJ 0189 钢管混凝土结构设计施工及验收规程[S].
[2] CECS 28∶ 90 钢管混凝土结构设计与施工规程[S].
[3] DL /T 50851999 钢- 混凝土组合结构设计规程[S].
[4] GJB 41422000 战时军港抢修早强型组合结构技术规程[S].
[5] 蔡绍怀. 现代钢管混凝土结构[M]修订版. 北京:人民交通出版社,2003:11-54.
[6] 韩金生,董毓利,徐赵东,等. 配筋钢管混凝土柱抗压性能[J]. 土木建筑与环境工程,2009,31(3) :12-17.
[7] 余志武,丁发兴,林松. 钢管高性能混凝土短柱受力性能研究[J]. 建筑结构学报,2002,23(2) :41-47.
[8] 韩林海. 钢管高强混凝土轴压力学性能的理论分析与试验研究[J]. 工业建筑,1997,27(11) :39-44.
[9] 张春梅,阴毅,周云. 影响钢管混凝土柱轴压承载力的因素分析[J]. 工业建筑,2004,34(10) :66-68.
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
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 .
Other cited types(1)
Proportional views
Created with Highcharts 5.0.7 Amount of access Chart context menu Abstract Views, HTML Views, PDF Downloads Statistics Abstract Views HTML Views PDF Downloads 2024-04 2024-05 2024-06 2024-07 2024-08 2024-09 2024-10 2024-11 2024-12 2025-01 2025-02 2025-03 0 2.5 5 7.5 10 12.5
Created with Highcharts 5.0.7 Chart context menu Access Class Distribution FULLTEXT : 22.1 % FULLTEXT : 22.1 % META : 77.9 % META : 77.9 % FULLTEXT META
Created with Highcharts 5.0.7 Chart context menu Access Area Distribution 其他 : 13.2 % 其他 : 13.2 % China : 1.5 % China : 1.5 % [] : 1.5 % [] : 1.5 % 北京 : 10.3 % 北京 : 10.3 % 台州 : 1.5 % 台州 : 1.5 % 徐州 : 17.6 % 徐州 : 17.6 % 漯河 : 4.4 % 漯河 : 4.4 % 芒廷维尤 : 27.9 % 芒廷维尤 : 27.9 % 芝加哥 : 4.4 % 芝加哥 : 4.4 % 西宁 : 16.2 % 西宁 : 16.2 % 阳泉 : 1.5 % 阳泉 : 1.5 % 其他 China [] 北京 台州 徐州 漯河 芒廷维尤 芝加哥 西宁 阳泉