基金项目：国家自然科学基金项目(50578055)
作者简介：武振宇(1968-),男,黑龙江海林人,教授,博士生导师,工学博士,博士后,E-mail:wuzhenyu@hit.edu.cn.
作者单位：武振宇（哈尔滨工业大学,土木工程学院,黑龙江,哈尔滨,150090）
王渊阳（哈尔滨工业大学,土木工程学院,黑龙江,哈尔滨,150090）
参考文献：
[1]丁玉坤,武振宇,张状南.K型、KK型搭接方管节点的试验研究[J].土木工程学报,2005,38(4):25-31.DING Yu-kun,WU Zhen-yu,ZHANG Zhuang-nan.An Experimental Study on Partially Overlapped SHS K-and KK-joints[J].China Civil Engineering Journal,2005,38(4):25-31.
[2]王素芳,陈以一,陈友泉,等.端板连接高强度螺栓群中和轴位置研究[J].建筑科学与工程学报,2005,22(3):45-54.WANG Su-fang,CHEN Yi-yi,CHEN You-quan,et al.Research on Neutral Axis Location of Highstrength Bolts of End-plate Connections[J].Journal of Architecture and Civil Engineering,2005,22 (3):45-54.
[3]武振宇,武胜,张耀春.不等宽K型间隙方管节点承载力计算的塑性铰线法[J].土木工程学报,2004,37(5):1-6.WU Zhen-yu,WU Sheng,ZHANG Yao-chun.Yield Line Method for Calculation of the Load-carrying Capacity of Stepped K-type Gapped RHS-joints[J].China Civil Engineering Journal,2004,37(5):1-6.
[4]王元清,张勇,石永久,等.吊索与钢管混凝土拱桥新型节点承载性能分析[J].建筑科学与工程学报,2005,22(3):55-58.WANG Yuan-qing,ZHANG Yong,SHI Yong-jiu,et al.Analysis of Load Capacity of New-style Joints Between Cable and Concrete-filled Steel Tube Arch Bridge[J].Journal of Architecture and Civil Engineering,2005,22(3):55-58.
[5]曹宝珠,周绪红,刘永健.钢管混凝土桁架新型节点试验研究[J].建筑科学与工程学报,2006,23(1):45-48.CAO Bao-zhu,ZHOU Xu-hong,LIU Yong-jian.Experimental Research on New Joints of Concrete-filled Steel Tube Truss[J].Journal of Architecture and Civil Engineering,2006,23 (1):45-48.
[6]武振宇,张状南,丁玉坤,等.K型、KK型间隙方钢管节点静力工作性能的研究[J].建筑结构学报,2004,25(2):32-38.WU Zhen-yu,ZHANG Zhuang-nan,DING Yu-kun,et al.Experimental Research on the Static Behavior of Square Hollow Section Gapped K-and KK-joints[J].Journal of Building Structures,2004,25 (2):32-38.
[7]武振宇,张耀春.不等宽T型CR节点静力工作性能的研究[J].工业建筑,2004,34(2):53-55.WU Zhen-yu,ZHANG Yao-chun.Static Behavior of Stepped T-type CR Joints[J].Industrial Construction,2004,34(2):53-55.
[8]武振宇,丁玉坤.KK型搭接方管节点极限承载力的非线性有限元分析[J].建筑科学与工程学报,2007,24(2):30-35.WU Zhen-yu,DING Yu-kun.Nonlinear Finite Element Analysis of Ultimate Bearing Capacity of Partially Overlapped SHS KK-joints[J].Journal of Architecture and Civil Engineering,2007,24(2):30-35.
[9]武胜,武振宇.弦杆轴力作用下K型间隙方管节点静力性能的研究[J].钢结构,2003,18(2):38-42.WU Sheng,WU Zhen-yu.Static Behavior of Gapped K-type RHS-joints Under Chord Axial Loading[J].Steel Construction,2003,18(2):38-42.
[10]刘永健,周绪红,刘君平.矩形钢管混凝土K型节点受力性能试验[J].建筑科学与工程学报,2007,24(2):36-42.LIU Yong-jian,ZHOU Xu-hong,LIU Jun-ping.Experiment on Force Performance of Concrete-filled Rectangular Steel Tube K-joints[J].Journal of Architecture and Civil Engineering,2007,24 (2):36-42.
[11]张壮南,武振宇,丁玉坤,等.弦杆轴向压力作用下K型、KK型间隙方管节点静力工作性能的试验研究[J].土木工程学报,2005,38(4):32-37.ZHANG Zhuang-nan,WU Zhen-yu,DING Yu-kun,el al.An Experimental Study on the Static Behavior of Gapped SHS K-and KK-joints Under Axial Load[J].China Civil Engineering Journal,2005,38(4):32-37.
[12]武振宇,张耀春.直接焊接钢管节点静力工作性能的研究现状[J].哈尔滨建筑大学学报,1996,29(6):102-107.WU Zhen-yu,ZHANG Yao-chun.Research Condition of Directly Welded Steel Tube About Static Behavior[J].Journal of Harbin University of Architecture and Engineering,1996,29(6):102-107.
[13]沈祖炎,罗永峰,陈扬骥.矩形钢管屋架的试验研究[J].钢结构,1995,10(1):58-61.SHEN Zu-yan,LUO Yong-feng,CHEN Yang-ji.Experimental Study of Rectangular Tubular Steel Roof Truss[J].Steel Construction,1995,10 (1):58-61.
[14]PACKER J A,HENDERSON J E.空心管结构连接设计指南[M].曹俊杰,译.北京:科学出版社,1997:69.PACKER J A,HENDERSON J E.Design Guide for Connection of Hollow Tube Structure[M].Translated by CAO Jun-jie.Beijing:Science Press,1997:69.
|
