Tong Genshu, Shao Feng. TORSIONAL RESTRAINT ON PURLINS BY CORRUGATED STEEL SHEET[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 111-115,134. doi: 10.13204/j.gyjz201003025
Citation:
Yang Xiao-bo, Liu Qun-di, Jiao Bin-ru. DESIGN CHARACTERISTICS OF ULTRA-LONG SLAB-COLUMN STRUCTURE WITH UNBONDED PRESTRESSED R. C.[J]. INDUSTRIAL CONSTRUCTION , 2006, 36(10): 107-108. doi: 10.13204/j.gyjz200610030
Tong Genshu, Shao Feng. TORSIONAL RESTRAINT ON PURLINS BY CORRUGATED STEEL SHEET[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 111-115,134. doi: 10.13204/j.gyjz201003025
Citation:
Yang Xiao-bo, Liu Qun-di, Jiao Bin-ru. DESIGN CHARACTERISTICS OF ULTRA-LONG SLAB-COLUMN STRUCTURE WITH UNBONDED PRESTRESSED R. C.[J]. INDUSTRIAL CONSTRUCTION , 2006, 36(10): 107-108. doi: 10.13204/j.gyjz200610030
DESIGN CHARACTERISTICS OF ULTRA-LONG SLAB-COLUMN STRUCTURE WITH UNBONDED PRESTRESSED R. C.
1.
1 Ningbo Civil Architectural Design Research Co..Ltd Ningbo 315020;
2.
2 Ningbo Institute of Technology,Zhejiang University Ningbo 315020
Received Date: 2006-02-21
Publish Date:
2006-10-20
Abstract
The underground garage of Ningbo South Railway Station Square is a demonstration project of the new technology implementation in Ningbo. It is presentsed the experience in design and construction of the garage, and some design and calculation characteristics of the underground garage are also summarized. The corresponding technical measures are used in design and construction procedures, from which good technical and economic benefits have been obtained, and the technical measures and research results provide reference for readers.
References
GB 50010-2002 混凝土结构设计规范
焦彬如. 预应力混凝土结构设计计算. 第三版. 北京: 中国建筑工业出版社, 1993
吕志涛, 孟少平. 现代预应力设计. 北京: 中国建筑工业出版社, 2004
Relative Articles
[1] XU Jimin, XING Kuntao, GAO Xiangyu, GUO Xiaohua, WANG Ling. DEGRADATION LAWS OF MECHANICAL PROPERTIES FOR PROFILED STEEL SHEETS IN ACCELERATED CORROSION ENVIRONMENTS [J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 163-168. doi: 10.13204/j.gyjzG201908130001
[2] ZHANG Xingshuai, WU Yaohua. COMPARATIVE ANALYSIS OF STRUCTURAL REQUIREMENTS FOR DEFORMATION AND OVERLAP FOR PROFILED STEEL SHEET BY CHINESE, AMERICAN AND EUROPEAN STANDARDS [J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 158-162,136. doi: 10.13204/j.gyjz202002024
[4] Sun Defa. ANALYSIS OF EFFECTIVE SECTION OF COLD-FORMED THIN-WALL LIPPED CHANNEL PURLINS [J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 131-135. doi: 10.13204/j.gyjz201502027
[5] Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF C-PURLINS UNDER WIND SUCTION [J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 34-37,11. doi: 10.13204/j.gyjz201312005
[6] Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION [J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004
[7] Tong Genshu. EFFICIENCY OF SAG RODS AS LATERAL SUPPORTS FOR STABILITY OF PURLINS [J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 52-56,65. doi: 10.13204/j.gyjz201312008
[8] Tong Genshu, Wu Qiang, Zhang Lei. BENDING AND TWISTING ABOUT A CONSTRAINED AXIS OF C-SECTION PURLINS WITH ONE SAG ROD AT MIDSPAN [J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 12-20. doi: 10.13204/j.gyjz201312002
[9] Tong Genshu, Wu Qiang, Zhang Lei. BENDING AND TWISTING ABOUT A CONSTRAINED AXIS OF Z-SECTION PURLINS WITH ONE SAG ROD AT MIDSPAN [J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 1-11. doi: 10.13204/j.gyjz201312001
[10] Wu Qiang, Tong Genshu, Zhang Lei. ANALYSIS OF TWISTING ABOUT UPPER FLANGE OF C-SECTION PURLIN WITH TWO SAG RODS [J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 21-25. doi: 10.13204/j.gyjz201312003
[11] Du Huilin, Tong Genshu, Song Changyong, Zhang Lei. TORSIONAL RESTRAINTS OF CORRUGATED SHEETING TO PURLIN THROUGH SLIPPABLE CLIPS [J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 34-41. doi: 10.13204/j.gyjz201304007
[12] Tong Genshu, Wu Qiang. NOTIONAL LOAD ON BOTTOM FLANGE IN STRENGTH CALCULATION OF Z- SHAPED CROSS SECTION PURLIN [J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 136-142. doi: 10.13204/j.gyjz201204028
[13] Nie Shaofeng, Wang Wenke, Zhou Tianhua, He Baokang. STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH COLD-FORMED STEEL CONTINUOUS HAT SECTION PURLIN [J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 92-94,91. doi: 10.13204/j.gyjz200907025
[14] Zhang Yankun, Liu Yanghua, Song Xiaoruan. EXPERIMENTAL STUDY ON FLEXURAL BEARING CAPACITY OF PROFILED STEEL SHEET-LIGHT-WEIGHT AGGREGATE CONCRETE FLOOR SLABS [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 83-85. doi: 10.13204/j.gyjz200808021
[15] Liu Yang, Zhang Qilin. EXPERIMENT AND FEM ANALYSIS ON THE SHEAR BEHAVIORS OF PROFILED METAL SHEETS [J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 88-92. doi: 10.13204/j.gyjz200710024
[16] Han Jinsheng, Cheng Wenrang, Xu Zhaodong, Dong Yuli, Lv Junli. EXPERIMENTAL STUDY ON THE BEHAVIORS OF PROFILED STEEL SHEETING_CONCRETE COMPOSITE SLABS UNDER FIRE [J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 87-90. doi: 10.13204/j.gyjz200603023
[17] Long Liping, Gu Hongyan, Cui Jia. STATIC BEHAVIOR OF STRESSED SKIN DIAPHRAGM CONNECTED WITH V840 PROFILED SHEET [J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 84-85,83. doi: 10.13204/j.gyjz200506024
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 1 2 3 4 5 6
Created with Highcharts 5.0.7 Chart context menu Access Class Distribution FULLTEXT : 11.0 % FULLTEXT : 11.0 % META : 89.0 % META : 89.0 % FULLTEXT META
Created with Highcharts 5.0.7 Chart context menu Access Area Distribution 其他 : 7.6 % 其他 : 7.6 % 其他 : 0.7 % 其他 : 0.7 % Baden : 1.4 % Baden : 1.4 % Brazil : 2.1 % Brazil : 2.1 % Canton : 1.4 % Canton : 1.4 % China : 0.7 % China : 0.7 % United States : 2.1 % United States : 2.1 % [] : 0.7 % [] : 0.7 % 上海 : 1.4 % 上海 : 1.4 % 临沂 : 0.7 % 临沂 : 0.7 % 兰州 : 0.7 % 兰州 : 0.7 % 加利福尼亚州 : 0.7 % 加利福尼亚州 : 0.7 % 北京 : 13.1 % 北京 : 13.1 % 南京 : 3.4 % 南京 : 3.4 % 南昌 : 1.4 % 南昌 : 1.4 % 南阳 : 0.7 % 南阳 : 0.7 % 台州 : 0.7 % 台州 : 0.7 % 合肥 : 0.7 % 合肥 : 0.7 % 安阳 : 2.1 % 安阳 : 2.1 % 广州 : 0.7 % 广州 : 0.7 % 廊坊 : 0.7 % 廊坊 : 0.7 % 张家口 : 0.7 % 张家口 : 0.7 % 成都 : 0.7 % 成都 : 0.7 % 承德 : 0.7 % 承德 : 0.7 % 昆明 : 3.4 % 昆明 : 3.4 % 朝阳 : 0.7 % 朝阳 : 0.7 % 杭州 : 4.1 % 杭州 : 4.1 % 枣庄 : 0.7 % 枣庄 : 0.7 % 武汉 : 2.1 % 武汉 : 2.1 % 沈阳 : 0.7 % 沈阳 : 0.7 % 洛阳 : 2.1 % 洛阳 : 2.1 % 济南 : 0.7 % 济南 : 0.7 % 深圳 : 4.1 % 深圳 : 4.1 % 温州 : 1.4 % 温州 : 1.4 % 湖州 : 1.4 % 湖州 : 1.4 % 潍坊 : 1.4 % 潍坊 : 1.4 % 石家庄 : 2.8 % 石家庄 : 2.8 % 福州 : 0.7 % 福州 : 0.7 % 绍兴 : 0.7 % 绍兴 : 0.7 % 美国伊利诺斯芝加哥 : 0.7 % 美国伊利诺斯芝加哥 : 0.7 % 芒廷维尤 : 15.2 % 芒廷维尤 : 15.2 % 芝加哥 : 1.4 % 芝加哥 : 1.4 % 衢州 : 2.1 % 衢州 : 2.1 % 西宁 : 4.1 % 西宁 : 4.1 % 贵阳 : 0.7 % 贵阳 : 0.7 % 长沙 : 0.7 % 长沙 : 0.7 % 青岛 : 0.7 % 青岛 : 0.7 % 高雄 : 2.1 % 高雄 : 2.1 % 其他 其他 Baden Brazil Canton China United States [] 上海 临沂 兰州 加利福尼亚州 北京 南京 南昌 南阳 台州 合肥 安阳 广州 廊坊 张家口 成都 承德 昆明 朝阳 杭州 枣庄 武汉 沈阳 洛阳 济南 深圳 温州 湖州 潍坊 石家庄 福州 绍兴 美国伊利诺斯芝加哥 芒廷维尤 芝加哥 衢州 西宁 贵阳 长沙 青岛 高雄