REUSING OF THE OLD INDUSTRIAL MILL BUILDINGS

[1]	WANG Qingli, ZHAO Jie, PENG Kuan. Tests on Mechanical Properties of Concrete-Filled Double-Skin Circular Steel Tubes Connected by Thread Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 13-22. doi: 10.3724/j.gyjzG22102805
[2]	CHEN Jingwei, WANG Jingfeng, SU Hang, HU Ziming, CHENG Qianyong. Performance and Numerical Analysis of Eccentrically-Loaded Concrete-Filled Double-Skin Elliptical Steel Tubular Short Columns[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 156-167. doi: 10.3724/j.gyjzG23122115
[3]	LI Xinjie, WANG Weiyong. Research on Mechanical Properties of Concrete-Filled Double-Skin Circular Steel Tubular Columns Stiffened by Perforated Steel Plates Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 1-12. doi: 10.3724/j.gyjzG23071702
[4]	ZHANG Ying, WANG Rui, ZHAO Hui, AN Guoqing. Mechanical Properties of Octagonal Hollow Concrete Filled Steel Tube Short Columns Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 113-119. doi: 10.13204/j.gyjzG20122411
[5]	ZHANG Yufen, ZHANG Yan, JIA Hongxin. Analysis and Calculations for Bearing Capacity of New Composite CFST Pier Columns Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 128-135,155. doi: 10.13204/j.gyjzG21020601
[6]	ZHANG Zhengtao, REN Qingxin, REN Debin, YANG Juncai. STUDY ON AXIAL COMPRESSION PERFORMANCES OF CONCRETE-ENCASED CONCRETE-FILLED STEEL-TUBE STUB COLUMNS STRENGTHENED WITH EXTERNAL STEEL FRAMES AFTER EXPOSURE TO FIRE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 187-193. doi: 10.13204/j.gyjzG20011609
[11]	Wang Qingli, Li Ruilin, Li Qinggang, Wang Yue. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR STUB COLUMN(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 8-12. doi: 10.13204/j.gyjz201303002
[12]	Ren Qingxin, LüYanbo, Jia Lianguang, Mo Yaqing. MECHANICAL BEHAVIOR OF CONICAL CONCRETE-FILLED DOUBLE-SKIN STEEL TUBULAR STUB COLUMNS WITH ENDPLATE UNDER AXIAL PARTIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 149-155. doi: 10.13204/j.gyjz201304031
[13]	Xie Li, Chen Mengcheng, Huang Hong. EXPERIMENTAL STUDY ON RECTANGULAR CONCRETE-FILLED DOUBLE-SKIN STEEL TUBES SUBJECTED TO ECCENTRIC COMPRESSIVE LOAD[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 128-131. doi: 10.13204/j.gyjz201305027
[14]	Ren Qingxin, Mo Yaqing, Jia Lianguang, LüYanbo. ANALYSIS OF CONICAL DOUBLE SKIN STEEL TUBES CONFINED CONCRETE STUB COLUMNS SUBJECTED TO AXIAL PARTIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 144-148. doi: 10.13204/j.gyjz201304030
[15]	Yang Junjie, Gao Zijun, Wu Zuxian. EXPERIMENTAL STUDY OF CONCRETE-FILLED DOUBLE SKIN STEEL TUBULAR COLUMNS WITH OCTAGON SECTION UNDER ECCENTRIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 116-118,35. doi: 10.13204/j.gyjz200903030
[16]	Yu Xin, Tao Zhong. RESIDUAL STRENGTH OF CONCRETE-FILLED DOUBLE-SKIN STEEL TUBULAR STUB COLUMNS AFTER EXPOSURE TO FIRE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 9-13. doi: 10.13204/j.gyjz200904003
[17]	Li Yong-jin, Tao Zhong. BEHAVIOR OF CONCRETE-FILLED DOUBLE SKIN STEEL TUBULAR COLUMNS SUBJECTED TO LONG-TERM SUSTAINED LOADS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 22-27. doi: 10.13204/j.gyjz200712005
[18]	Huang Hong Tao Zhong, . MECHANISM OF CONCRETE-FILLED DOUBLE-SKIN STEEL TUBULAR COLUMNS (CHS INNER AND CHS OUTER) SUBJECTED TO AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 11-14,36. doi: 10.13204/j.gyjz200611003
[19]	Guo Lanhui, Zhang Sumei, Wang Yuyin, Liu Jiepeng. EXPERIMENTAL AND ANALYTICAL RESEARCH ON AXIALLY LOADED SLENDER HIGH STRENGTH CONCRETE-FILLED RHS TUBES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 75-79. doi: 10.13204/j.gyjz200503026

Supplements(0)

Cited By

Cited by

Periodical cited type(4)

1.	王晓初，杨玉琪，刘晓，回彦川，崔洧瑄，袁立灏，朱俊，侯东序. 火灾后高强钢管混凝土柱轴压的参数化分析. 沈阳大学学报(自然科学版). 2024(01): 61-67+76 .
2.	崔闯，杨正祥，王昊，张清华，卜一之，夏嵩. 桥梁抗爆与抗火2020年度研究进展. 土木与环境工程学报(中英文). 2021(S1): 207-221 .
3.	丛术平，丛炜，王继升，彭敏. 基于相同用钢量的双圆钢管混凝土短柱轴压试验. 中国科技论文. 2020(10): 1150-1156 .
4.	张正涛，任庆新，任德斌，杨军彩. 外包钢加固火灾后钢管混凝土叠合短柱轴压性能研究. 工业建筑. 2020(10): 187-193 . 本站查看