[1] | LYU Henglin, JING Yanrui, MOU Xingyu, ZHANG Chen. Research on Seismic Performance of Beam-Column Joints with Reinforced Webs Connected with Fully Bolted Double-Angle Steel[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 138-146. doi: 10.3724/j.gyjzG21110115 |
[2] | LI Guochang, LI Zhuangzhuang, LI Xiao. Research on Shear Performance of A New Type of Joints Between Composite Floors and Steel Beams[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 85-94. doi: 10.13204/j.gyjzG23022602 |
[3] | ZHANG Shuhang, ZHAO Lingzhi, JIN Mingchang, LU Yan, GUO Haoyu. Research on Static and Seismic Performance of Joints Between Steel Beams and Prefabricated Reinforced Concrete Columns[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 43-51. doi: 10.13204/j.gyjzG22042807 |
[4] | TIAN Xin, ZHANG Sumei, CHEN Zhenming, TAO Yu, ZHANG Bing. Finite Element Analysis of Bending Performance of End-Plate Beam Splices with Filler Plates[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 78-87. doi: 10.13204/j.gyjzG23051702 |
[5] | WU Chenglong, WANG Qihui, LI Shaohui, LIU Jiming. Experimental Research on Seismic Performance of Modular Prefabricated Steel- Reinforced Concrete Column to Steel Beam Composite Joints[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 74-83. doi: 10.13204/j.gyjzG21010406 |
[6] | LI Tianbao, XU Jiapei, LIU Kaifu. EFFECT OF RIGID PILES ON BEARING PROPERTIES OF COMPOSITE FOUNDATION WITH GEOGRID-REINFORCED CUSHIONS SUPPORTED WITH PILES SUBJECTED TO CYCLIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 137-142. doi: 10.13204/j.gyjzG20112307 |
[7] | ZHAO Wenzhan, GUO Jianyun. STUDY ON MECHANICAL PROPERTIES OF JOINTS CONNECTING H-SHAPED STEEL BEAM AND RECTANGULAR STEEL TUBE COLUMN WITH A NEW-TYPE DIAPHRAGM[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 87-92,172. doi: 10.13204/j.gyjzG20012901 |
[8] | ZHAI Bin, LIU Yong, SHANG Wennian, ZHANG Jiliang, JIAO Jinfeng. EXPERIMENTAL RESEARCH ON CONSTANT-AMPLITUDE FATIGUE CHARACTERISTICS OF 8.8 GRADE M24 HIGH-STRENGTH BOLTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 122-127. doi: 10.13204/j.gyjzGYJZ201908080006 |
[9] | XIAO Hao, WEN Shujie, SUN Zili, YAO Wei. EXPERIMENTAL STUDY OF DYNAMIC STRENGTH CHARACTERISTICS FOR RED SANDSTONE WEATHERED SOIL UNDER CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 49-53. doi: 10.13204/j.gyjz202004009 |
[10] | BAI Zhengxian, BAI Yaritu, LIU Xuechun. MECHANICAL PROPERTIES ANALYSIS OF Z-SHAPED SPLICING JOINT OF CONCRETE- FILLED L-SHAPED STEEL TUBULAR COLUMN AND H-SECTION BEAM[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 153-161,194. doi: 10.13204/j.gyjzG20020603 |
[11] | LAN Tao, LI Ran, YAN Tian, JIANG Ziqin, CHENG Kuikui. RESEARCH ON MECHANICAL PROPERTIES AND STRESS MECHANISM OF EARTHQUAKE-RESILIENT DUCTILITY-REINFORCED PREFABRICATED OPENING-WEB STEEL CHANNEL BEAM-COLUMN JOINT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 36-42. doi: 10.13204/j.gyjz202003007 |
[12] | ZHANG Ailin, CHENG Kuikui, JIANG Ziqin, WEI Shilan, SHEN Cunjie. RESEARCH ON MECHANICAL PROPERTIES AND STRESS MECHANISM OF EARTHQUAKE-RESILIENT PREFABRICATED OPENING-WEB CHANNEL BEAM-COLUMN JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 29-35. doi: 10.13204/j.gyjz202003006 |
[13] | Jiang Shouchao Zhang Jinxiao, . EXPERIMENTAL RESEARCH ON PERFORMANCE OF WELDED ALUMINUM ALLOY BEAM-COLUMN CONNECTIONS STRENGTHENED WITH FRP[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 170-175. doi: 10.13204/j.gyjz201507034 |
[14] | Zhang Rujun, Geng Ou, Chai Boshi. RESEARCH EXPERIMENT OF THE BEAM-TO-COLUMN JOINT REINFORCED BY CFRP AT NEGATIVE MOMENT AREAS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 175-177. doi: 10.13204/j.gyjz2001407036 |
[15] | Lu Ruihua, Shu Ganping, Ye Tao, Li Haiyun. EXPERIMENTAL STUDY ON POINT-SUPPORTED TEMPERED GLASS PANEL SUBJECTED TO CYCLIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 111-116,90. doi: 10.13204/j.gyjz201010025 |
[16] | Luo Qinger, Wang Yun, Weng Yuhui, Cheng Wenrang. EXPERIMENTAL STUDY OF BEAM-COLUMN JOINT OF PRECAST MONOLITHIC R. C. FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 80-83. doi: 10.13204/j.gyjz200902012 |
[17] | Wang Yan, Zheng Jie. STUDY ON THE PRYING FORCE OF HIGH STRENGTH BOLT IN EXTENDED END-PLATE CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 99-103. doi: 10.13204/j.gyjz200809028 |
[18] | Cao Zhong-min, Li Ai-qun, Wang Ya-yong, Yao Qiu-lai. EXPERIMENTAL STUDY ON RC BEAM-COLUMN JOINTS STRENGTHENED BY COMPOSITE COVER OF HIGH-STRENGTH WIRE CABLE MESH AND POLYMER MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 92-94,88. doi: 10.13204/j.gyjz200608028 |
[19] | Chen Lihua, Li Aiqun, Zhao Ling. PRESENT SITUATION OF RESEARCH ON STEEL REINFORCED CONCRETE BEAM-COLUMN JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 56-58,36. doi: 10.13204/j.gyjz200501017 |
[20] | Huang Kun, Au T. K. Francis. THE EFFECT OF ADDITIONAL DIAGONAL BARS ON THE BOND MECHANISM IN A BEAM-COLUMN JOINT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 34-40. doi: 10.13204/j.gyjz200411010 |