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[1]王元清,赵义鹏,徐春一,等.不同种类螺栓的不锈钢端板连接节点抗震性能试验研究[J].天津大学学报(自然科学版),2017,(增刊):140-146.[doi:10.11784/tdxbz201704106]
 Wang Yuanqing,Zhao Yipeng,Xu Chunyi,et al.Experimental Study on Seismic Performance of Stainless Steel End-Plate Connections with Different Types of Bolts[J].Journal of Tianjin University,2017,(增刊):140-146.[doi:10.11784/tdxbz201704106]
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不同种类螺栓的不锈钢端板连接节点抗震性能试验研究

参考文献/References:

[1] Melchers R E. Corrosion uncertainty modelling for steel structures[J]. Journal of Constructional Steel Research, 1999, 52(1):3-19.
[2] 赵义鹏. 不锈钢结构端板连接节点应用与研究现状[C]// 石永久. 钢结构工程研究. 昆明:中国钢协结构稳定与疲劳分会, 2016:110-118.
Zhao Yipeng. A review of current applications and research in end plate connections of stainless steel structure [C]//Shi Yongjiu. Research on Steel Structural Engineering. Kunming:Institute of Structural Stability and Fatigue China Steel Construction Society, 2016:110-118(in Chinese).
[3] 施刚, 石永久, 王元清. 钢框架梁柱端板连接的非线性有限元分析[J]. 工程力学, 2008(12):79-85.
Shi Gang, Shi Yongjiu, Wang Yuanqing. Nonlinear finite element analysis of end-plate connections in steel frames[J]. Engineering Mechanics, 2008(12):79-85(in Chinese).
[4] 曹辉, 王元清, 张延年, 等. 负载下钢框架梁柱节点盖板法加固承载性能试验研究[J]. 天津大学学报:自然科学与工程技术版, 2016, 49(增):55-63.
Cao Hui, Wang Yuanqing, Zhang Yannian, et al. Test study on resistance of reinforced beam-to-column connections with cover-plate under loads in steel frame[J]. Journal of Tianjin University:Science and Technology, 2016, 49(Suppl):55-63(in Chinese).
[5] 全国钢标准化技术委员会. GB/T 2975—1998钢及钢产品力学性能试验的取样位置及试样制备[S]. 北京:中国标准出版社, 1998.
National Steel Standardization Technical Committee. GB/T 2975—1998Steel and Steel Products—Location and Preparation of Test Pieces for Mechanical Testing[S]. Beijing:Standards Press of China, 1998(in Chinese).
[6] 钢铁研究总院. GB/T 228—2002金属材料室温拉伸试验方法[S]. 北京:中国标准出版社, 2002.
Iron and Steel Research Institute. GB/T 228—2002Metallic Materials—Tensile Testing at Ambient Temperature[S]. Beijing:Standards Press of China, 2002(in Chinese).
[7] 王元清, 关建, 张勇, 等. 不锈钢构件螺栓连接摩擦面抗滑移系数试验[J]. 沈阳建筑大学学报:自然科学版, 2013, 29(5):769-774.
Wang Yuanqing, Guan Jian, Zhang Yong, et al. Experimental research on slip factor in bolted connection with stainless steel[J]. Journal of Shenyang Jianzhu University:Natural Science, 2013, 29(5):769-774(in Chinese).
[8] 中冶建筑研究总院有限公司. JGJ82—2011钢结构高强度螺栓连接技术规程[S]. 北京:中国建筑工业出版社, 2011.
Central Research Institute of Building and Construction Co,Ltd. JGJ82—2011Technical Specification for High Strength Bolt Connections of Steel Structures[S]. Beijing: China Architecture & Building Press, 2011(in Chinese).
[9] 中国建筑科学研究院. JGJ 101—96建筑抗震试验方法规程[S]. 北京:中国建筑工业出版社, 1996.
China Academy of Building Research. JGJ 101—96Specification of Testing Methods for Earthquake Resistant Building[S]. Beijing:China Architecture & Building Press, 1996(in Chinese).
[10] ANSI/AISC 341-10Seismic Provisions for Structural Steel Buildings[S]. Chicago:AISC, 2010.
[11] 施刚, 袁锋, 霍达, 等. 钢框架梁柱节点转角理论模型和测量计算方法[J]. 工程力学, 2012, 29(2):52-60.
Shi Gang, Yuan Feng, Huo Da, et al. The theoretical model and measuring calculation method of the beam-to-column joint rotation in steel frames [J]. Engineering Mechanics, 2012, 29(2):52-60(in Chinese).
[12] 应付钊. 镀锌高强螺栓的工程应用[J]. 钢结构, 2010, 25(2):57-60.
Ying Fuzhao. Designing and assembling of galvanized high strength bolt[J]. Steel Construction, 2010, 25(2):57-60(in Chinese).
[13] Stojadinovic B, Goel S C, Lee K H, et al. Parametric tests on unreinforced steel moment connections[J]. Journal of Structural Engineering, 2000, 126(1):40-49.
[14] 孙飞飞, 孙密, 李国强, 等. Q690高强钢端板连接梁柱节点抗震性能试验研究[J]. 建筑结构学报, 2014, 35(4):116-124.
Sun Feifei, Sun Mi, Li Guoqiang, et al. Experimental study on seismic behavior of high-strength steel beam-to-column end-plate connections[J]. Journal of Building Structures, 2014, 35(4):116-124(in Chinese).
[15] Gardner L, Nethercot D A. Experiments on stainless steel hollow sections-Part 1:Material and cross-sectional behaviour[J]. Journal of Constructional Steel Research, 2004, 60(9):1291-1318.

备注/Memo

收稿日期: 2017-04-01; 修回日期: 2017-04-25.
作者简介: 王元清(1963—), 男, 教授, 博士, wang-yq@tsinghua.edu.cn.
通讯作者: 赵义鹏, 2805299892@qq.com.
基金项目: 国家自然科学基金资助项目(51108007); 清华大学自主科研计划课题(学科交叉专项)资助项目(20131089288).

更新日期/Last Update: 2017-07-10