参考文献/References:
[1] 朱聘儒. 双向板无梁楼盖[M].北京:中国建筑工业出社,1999 .
ZHU Pinru . Two-way and Flat Slab [M] . Beijing : China Architecture and Building Press , 1999 .
[2] 沈蒲生. 楼盖结构设计原理[M].北京: 科学出版社,2003 .
SHEN Pusheng . Structure design principle of the Floor [M] . Beijing : China Architecture and Building Press , 2003 .
[3] TSAVDDARIDIS K.D. Experimental and computational study of the vertical shear behaviour of partially encased perforated steel beams[J]. Engineering Structures 2013,56: 805-822.
[4] WANG Yuanqing , YANG Lu , SHI Yongjiu . Loading capacity of composite slim frame beams[J].Journal of Constructional Steel Research, 2009 , 65(3): 650-661
[5] 郑廷银，蔡万军，杨波. 楼板对新型组合暗梁楼盖静力性能的影响[J]. 南京工业大学学报（自然科学版），2010,32（3）:1-6.
ZHENG Tingyin , CAI Wanjun , YANG Bo . Effect of floor plate on static performance of new type combinatory concealed-beam floor [J]. Journal of Nanjing University of Technology (Natural Science Edition), 2010,32(3):1-6.
[6] De NARDIN S. , El Debs A.L.H.C. Study of partially encased composite beams with innovative position of stud bolts[J]. Journal of Constructional Steel Research 2009, 65(2): 342-350.
[7] De NARDIN S. , El Debs A.L.H.C. Composite connections in slim-floor system: An experimental study[J]. Journal of Constructional Steel Research 2012, 68(1): 78-88 .
[8] 杨勇,聂建国.型钢混凝土结构（SRC）设计规程比较[J].工业建筑,2006,36（1）:81-84 .
YANG Yong , NIE Jianguo . Comparison of the specifications for design of SRC structures[J] . Industrial Construction , 2006,36（1）:81-84 .
[9] 邵永健，赵鸿铁. 型钢混凝土梁正截面受弯承载力计算理论的对比分析[J]．西安建筑科技大学学报:自然科学版,2006,38(3):375-378.
SHAO Yongjian , ZHAO Hongtie . Comparative study on the calculation theory for the flexural capacity of steel reinforced concrete beams [J] Xi’ an Univ of Arch. & Tech. (Natural Science Edition ) , 2006,38(3):375-378.
[10] 车顺利.型钢高强高性能混凝土梁的基本性能及设计计算理论研究[D].西安:西安建筑科技大学,2008 .
CHE Shunli Research on Basic Behaviors and Design Theory of Steel Reinforced High Strength and High Performance Concrete Beams [D] Xi’an : College of Civil Engineering Xi’an University of Architecture & Technology , 2008 .
[11] 郭志毅.钢-混凝土简支组合梁抗弯性能的试验与理论研究[D].西安:西安建筑科技大学,2007 .
GUO Zhiyi . Experiments and Theoretic Research on Flexural Behavior of Somple Supported Steel-Concrete Composite Beams [D] Xi’an : College of Civil Engineering Xi’an University of Architecture & Technology , 2007 .
[12] 刘尔怡.中部设置型钢的混凝土梁受弯性能研究[D].长沙:湖南大学,2011 .
LIU Eryi . Flexural Behavior of Steel Reinforced Concrete with Steel in the Middle [D] . Changsha : Hunan University , 2011 .
[13] 中华人民共和国发展改革委员会 YB9082-97钢骨混凝土结构设计规程[S].北京:冶金工业出版社,1998.
Development and Reform Commission of the P.R.C. YB9082-97 Specification for Design of Steel Reinforced Concrete Structure [S] . Beijing : China Metallurgical Industry Press , 1998.
[14] 中华人民共和国住房和城乡建设部GB50010-2010混凝土结构设计规范[S].北京:中国建筑工业出版社,2010.
Ministry of Housing and Urban-Rural Construction of the P.R.C. GB50010-2010 Code for design of concrete Structures [S] . Beijing : China Architecture and Building Press , 2010.
[15] 中华人民共和国建设部 JGJ138-2001/J130-2001型钢混凝土组合结构技术规程[S].北京:中国建筑工业出版社,2002.
Ministry of Housing Construction of the P.R.C. JG138-2001/J130-2001 Technical Specification for Steel Reinforced Concrete Composite Structures [S] . Beijing : China Architecture and Building Press , 2002 .
[16] 赵鸿铁.钢与混凝土组合结构[M],北京:科学出版社,2001.?ZHAO Hongtie . Steel and Concrete Composite Structures [M] . Beijing : Science Press , 2001 .
相似文献/References:
[1]薛建阳,薛 皓,刘祖强.型钢混凝土异形柱滞回性能分析[J].西安建筑科技大学学报(自然科学版),2014,46(06):780.[doi:10.15986/j.1006-7930.2014.06.003]
XUE Jianyang,XUE Hao,LIU Zuqiang.Analysis on hysteretic behavior of steel reinforced concrete special-shaped column[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2014,46(01):780.[doi:10.15986/j.1006-7930.2014.06.003]
[2]薛建阳,柯晓军,陈宗平,等.型钢高强混凝土柱保护层厚度确定方法[J].西安建筑科技大学学报(自然科学版),2014,46(01):1.[doi:10.15986/j.1006-7930.2014.01.001]
XUE Jianyang,KE Xiaojun,CHEN Zongping,et al.Determination methods of concrete cover thickness of steel reinforced high-strength concrete columns[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2014,46(01):1.[doi:10.15986/j.1006-7930.2014.01.001]
[3]赵鸿铁,武启明,薛建阳,等.型钢混凝土异形柱框架角节点的承载力及其有限元分析[J].西安建筑科技大学学报(自然科学版),2011,43(01):1.[doi:DOI:10.15986/j.1006-7930.2011.01.016]
ZHAO Hong-tie,WU Qi-ming,XUE Jian-yang,et al.ZHAO Hong-tie , WU Qi-ming , XUE Jian-yang , LIU Yi[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2011,43(01):1.[doi:DOI:10.15986/j.1006-7930.2011.01.016]
[4]薛建阳,等.反复荷载作用下型钢混凝土异形柱框架边节点力学性能试验研究[J].西安建筑科技大学学报(自然科学版),2011,43(03):323.[doi:DOI :10.15986/j .1006-7930.2011.03.014]
XUE J ian-y ang,WANG Wei,et al.Study on mechanical behaviors of steel reinforced concrete T-shaped column-beam joints[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2011,43(01):323.[doi:DOI :10.15986/j .1006-7930.2011.03.014]
[5]薛建阳,杨青峰,刘祖强,等.型钢混凝土异形柱中框架和边框架抗震性能试验对比分析[J].西安建筑科技大学学报(自然科学版),2016,48(03):316.[doi:10.15986/j.1006-7930.2016.03.002]
XUE Jianyang,YANG Qingfeng,LIU Zuqiang,et al.Comparison and experimental analysis of the seismic performance of steel reinforced concrete exterior frame and middle frame with special-shaped columns[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2016,48(01):316.[doi:10.15986/j.1006-7930.2016.03.002]
[6]白国良,谢 波,赵金全,等.SRC异型边节点抗震性能试验研究[J].西安建筑科技大学学报(自然科学版),2016,48(05):617.[doi:10.15986/j.1006-7930.2016.05.001]
BAI Guoliang,XIE Bo,ZHAO Jinquan,et al.Experimental research on the seismic behavior of abnormal SRC exterior joints[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2016,48(01):617.[doi:10.15986/j.1006-7930.2016.05.001]
[7]王秋维,张月坤,张海镇.型钢混凝土空间中节点受力性能有限元分析[J].西安建筑科技大学学报(自然科学版),2016,48(06):853.[doi:10.15986/j.1006-7930.2016.06.013]
WANG Qiuwei,ZHANG Yuekun,ZHANG Haizhen.Finite element analysis on mechanical behavior of SRC spacial interior joints[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2016,48(01):853.[doi:10.15986/j.1006-7930.2016.06.013]