Citation: | LIU Hongbo, YUAN Hongzhen, ZHOU Ting, SHU Zhaotao, GUO Juanli. Research on Mechanical Properties of New Prefabricated Concrete Grid Composite Wall Structure[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 95-100. doi: 10.13204/j.gyjzG23022114 |
[1] |
肖绪文,曹志伟,朱彤,等.竖向分布钢筋不连接装配整体式剪力墙有限元分析[J/OL].建筑结构,2023[2023-02-15].https://doi.org/10.
19701/j.jzig.20221377.
|
[2] |
葛元辉,李延昌,韩良君,等.装配式结构和自复位结构结合技术的设计方法[J].工业建筑,2022,52(5):60-69
,193.
|
[3] |
种迅,陈子星,蒋庆,等.螺栓连接装配式混凝土剪力墙抗震性能研究[J].工业建筑, 2022,52(11):12-18
,90.
|
[4] |
李建闯,徐礼华,胡龙平,等.带竖缝暗梁连接装配式混凝土剪力墙抗震性能试验研究[J].武汉大学学报(工学版),2022,55(4):347-355.
|
[5] |
王涛,张相超,吕远贵,等.带竖缝L形装配式混凝土剪力墙抗震性能试验研究[J].建筑结构,2020,50(增刊2):417-422.
|
[6] |
张锡治,郎德伸,陈俊杰,等.楔形节点现浇连接的装配式钢筋混凝土剪力墙抗震性能研究[J].建筑结构,2017,47(10):75-81
,88.
|
[7] |
屈雨浓, 彭有开, 朱木森, 等. Tilt-up建筑体系新型再生混凝土夹心保温墙体抗震性能试验[J]. 世界地震工程, 2020, 36(2): 54-61.
|
[8] |
黄炜, 苗欣蔚, 赵媛媛, 等. 不同竖向接缝干式连接的全装配式复合墙体抗震性能试验研究[J]. 建筑结构学报, 2020, 41(增刊2): 114-122.
|
[9] |
SOUDKI K A, WEST J S, RIZKALLA S H, et al. Horizontal connections for precast concrete shear wallpanels under cyclic shear loading [J]. PCI Joumal, 1996, 41(1): 64-80.
|
[10] |
TONG X D, HAJAR J F, SCHULTZ A E. Cyclic behavior of stee1 frame structures with com posite reinforced concrete infill walls and pantially-restrainedconnections[J]. Joumal of Constructional Steel Research, 2005(61): 531-552.
|
[11] |
CARRILLO J, ALCOCER S M. Experimental inv estigation on dynamic and quas-static behavior oflow-rise reinforced concrete walls[J]. Earthquake Engineering & Structural Dynamics, 2013,42(5):635-652.
|
[12] |
中华人民共和国住房和城乡建设部.装配式混凝土建筑技术标准: GB/T 51231—2016[S]. 北京: 中国建筑工业出版社, 2016.
|
[13] |
张群礼. 预制密肋复合墙抗震性能研究[D].天津:天津大学,2019.
|
[14] |
中华人民共和国住房和城乡建设部.混凝土结构设计规范: GB 50010—2010[S]. 北京: 中国建筑工业出版社, 2010.
|
[15] |
中华人民共和国住房和城乡建设部.密肋复合板结构技术规程: JGJ/T 275—2013[S]. 北京: 中国建筑工业出版社, 2013.
|
[1] | Shi Gang, Zhang Jianxing. FATIGUE TEST OF HIGH STRENGTH STEEL Q460D[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 6-10. doi: 10.13204/j.gyjz201403004 |
[2] | Zhao Lingxian, Zheng Qizhen, Yang Jue, Liu Guojun, Ye Minjian. INSERTING LAYERS RECONSTRUCTION DESIGN FOR AN INDUSTRIAL WORKSHOP[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 162-166. |
[3] | Zhou Zhiyun, Zhan Yawei, Yang Jue, Yang Fei, Han Mingzhen. DETECTION AND REINFORCEMENT OF AN EXCELLENT HISTORIC BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 166-171. |
[4] | Liu Chengqing, Li Junjun, Sun Xiaodan. THE ASEISMIC REINFORCEMENT OF STRUCTURE FOR PENGSHAN SPORTS CENTER[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 135-138. doi: 10.13204/j.gyjz201406029 |
[5] | Zhu Lanlan, Zheng Qizhen, Wang Dong, Yang Jue. SEISMIC APPRAISAL AND STRENGTHENING DESIGN OF A STOREY-ADDING-FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 160-163,65. doi: 10.13204/j.gyjz201201031 |
[6] | Li Xiaomin, Zhou Baiqing. REINFORCEMENT OF A BRICK-CONCRETE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 158-160,7. doi: 10.13204/j.gyjz201206033 |
[7] | Jin Hugen. SOME REGULATIONS OF REBAR FOR CONCRETES STRUCTURE IN CHINA CODE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 118-120. doi: 10.13204/j.gyjz201208024 |
[8] | Zhao Zuozhou, Liu Qingzhi, Kang Hongzhen, Qian Jiaru. A SURVEY OF BRACING FORMS IN BRACED FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 79-84,125. doi: 10.13204/j.gyjz201108020 |
[9] | Wang Xinling, Duan Hongwei, LüZhenya. THE EXPERIMENTAL RESEARCH ON FATIGUE PERFORMANCE OF PRESTRESSED CONCRETE GIRDER WITH HRBF500 STEEL BAR FOR HIGH SPEED RAILWAY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 22-26. doi: 10.13204/j.gyjz201011007 |
[10] | Zhou Zhanxue, Ma Jiansuo, Zhang Hai. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC PERFORMANCE OF BAILIN TEMPLE PAGODA[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 74-76,63. doi: 10.13204/j.gyjz201002017 |
[11] | Ding Xiaoling. THE SEISMIC ANALYSIS OF AN IRREGULAR-SHAPED PILLAR FRAMEWORK OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 51-54. doi: 10.13204/j.gyjz201005010 |
[12] | Miao Xiaolong. INTROSPECTION ON DISASTER PREVENTION IN URBAN AND RURAL AREAS AFTER WENCHUAN EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 1-6,55. doi: 10.13204/j.gyjz200901001 |
[13] | Li Yonglu, Geng Shujiang, Zhang Wenge, Xi Xiangdong, Zhu Lihua. HOWTO ENHANCE EARTHQUAKE RESISTANT CAPACITY OF INDUSTRIAL BUILDINGS FROM THE WENCHUAN EARTHQUAKE DISASTER[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 16-19. doi: 10.13204/j.gyjz200901003 |
[14] | Yang Zugui, Liu Shuo. THE CONCEPTION OF AN ANTI-EARTHQUAKE ECOTYPE HOUSE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 50-51. doi: 10.13204/j.gyjz200901010 |
[15] | Chen Dachuan, Ouyang Pan. CONSTRUCTION QUALITY CONTROL OF FERROCEMENT MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 28-29,37. doi: 10.13204/j.gyjz200908008 |
[16] | Xie Qun, Lu Zhou-dao, Yu Jiang-tao. SUMMARY OF ANCHOR BEHAVIOR UNDER SEISMIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 73-74. doi: 10.13204/j.gyjz200604022 |
[17] | Zhu Yingjie, Lang Bin, Wang Shifeng. A MULTI-FUNCTION COMPOSITE BEARING SLAB[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 66-67,89. doi: 10.13204/j.gyjz200503023 |
[18] | Huang Yasheng, Chen Xiaobao, Ma Hongwang, Yang Jianjun, LüMengying. THE MINIMUM DEPTH OF THE GIRDER OF PRESTRESSED CONCRETE FRAME DUE TO REQUIREMENT OF PRESTRESS DEGREE FOR ASEISMIC DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 14-16. doi: 10.13204/j.gyjz200506004 |
[19] | Yao Weiguo, Liu Fengge. STRUCTURAL STRENGTHENING IN RENOVATION OF THE ART GALLERY OF CHINA[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 1-3. doi: 10.13204/j.gyjz200406001 |
1. | 夏欣怡,曾小伟,张亮,伍颖. 国内外钢筋高周疲劳试验标准研究. 河南科学. 2023(09): 1353-1359 . ![]() |