[1] GOEL S C,ITANI A M.Seismic behavior of open-web truss-moment frames[J].Journal of Structural Engineering,1994,120(6):1763-1780.
[2]BASHA H S,GOEL S C.Special truss moment frames with Vierendeel middle panel[J].Engineering Structures,1995,17(5):352-358.
[3]王 凤,苏明周,李 慎,等.多层高强钢组合Y形偏心支撑钢框架抗震性能试验研究[J].土木工程学报,2016,49(3):64-71,97.
WANG Feng,SU Mingzhou,LI Shen,et al.Experimental study on seismic behavior of multi-storey high strength steel composite Y-eccentrically braced steel frame[J].China Civil Engineering Journal,2016,49(3):64-71,97.
[4]Seismic provisions for structural steel buildings:ANSI/AISC 341-16[S].Chicago:American Institute of Steel Construction,2016.
[5]PARRA-MONTESINOS G J,GOEL S C,KIM K Y.Behavior of steel double-channel built-up chords of special truss moment frames under reversed cyclic bending[J].Journal of Structural Engineering,2006,132(9):1343-1351.
[6]SIMASATHIEN S,JIANSINLAPADAMRONG C,CHAO S H.Seismic behavior of special truss moment frame with double hollow structural sections as chord members[J].Engineering Structures,2017,131:14-27.
[7]JIANSINLAPADAMRONG C,PRICE B,CHAO S H.Cyclic behavior of steel double-channel built-up components with a new lateral-torsional-buckling prevention detail[J].Journal of Structural Engineering,2018,144(8):04018127.1-04018127.15.
[8]JIANSINLAPADAMRONG C,PARK K,HOOPER J,et al.Seismic design and performance evaluation of long-span special truss moment frames[J].Journal of Structural Engineering,2019,145(7):04019053.1-04019053.16.
[9]郭 兵,王金涛,刘川川,等.X形弱腹杆式延性桁框结构探讨[J].建筑结构学报,2013,34(8):119-125.
GUO Bing,WANG Jintao,LIU Chuanchuan,et al.Study on special truss moment frames with weak X-diagonals[J].Journal of Building Structures,2013,34(8):119-125.
[10]郭 兵,张 帅,刘川川,等.空腹式延性桁框结构探讨[J].建筑钢结构进展,2013,15(1):1-7.
GUO Bing,ZHANG Shuai,LIU Chuanchuan,et al.Study on special truss moment frames with vierendeel web members[J].Progress in Steel Building Structures,2013,15(1):1-7.
[11]郭 兵,鲍 镇,刘川川,等.屈曲约束支撑式延性桁框结构探讨[J].土木工程学报,2013,46(6):76-81.
GUO Bing,BAO Zhen,LIU Chuanchuan,et al.Study on special truss moment frames with buckling restrained braces[J].China Civil Engineering Journal,2013,46(6):76-81.
[12]李 澈,张永丰,薛彦涛.特殊桁框(STMF)结构特点及工程应用[J].建筑科学,2019,35(1):124-129.
LI Che,ZHANG Yongfeng,XUE Yantao.Characteristics and application of special truss moment frame(STMF)[J].Building Science,2019,35(1):124-129.
[13]CHAO S H,JIANSINLAPADAMRONG C,SIMASATHIEN S,et al.Full-scale testing and design of special truss moment frames for high-seismic areas[J].Journal of Structural Engineering,2020,146(3):04019229.1-04019229.15.
[14]钢结构设计标准:GB 50017—2017[S].北京:中国建筑工业出版社,2017.
Standard for design of steel structures:GB 50017—2017[S].Beijing:China Architecture & Building Press,2017.
[15]矩形钢管混凝土结构技术规程:CECS 159—2004[S].北京:中国计划出版社,2004.
Technical specification for structures with concrete-filled rectangular steel tube members:CECS 159—2004[S].Beijing:China Planning Press,2004.
[16]仇 杰.装配式交错桁架与方钢管混凝土柱外环板-端板节点抗震性能试验研究[D].西安:西安建筑科技大学,2017.
QIU Jie.Experimental study on seismic performance of assembled joints of steel staggered truss to concrete-filled square steel tube column with external diaphragm and end-plate connections[D].Xi'an:Xi'an University of Architecture and Technology,2017.
[17]ZHENG L,WANG W D.Multi-scale numerical simulation analysis of CFST column-composite beam frame under a column-loss scenario[J].Journal of Constructional Steel Research,2022,190:107151.
[18]韩林海.钢管混凝土结构:理论与实践[M].2版.北京:科学出版社,2007.
HAN Linhai.Concrete-filled steel tubular structure:theory and practice[M].2nd ed.Beijing:Science Press,2007.
[19]建筑抗震试验方法规程:JGJ/T 101—2015[S].北京:中国建筑工业出版社,2015.
Specification for seismic test of buildings:JGJ/T 101—2015[S].Beijing:China Architecture & Building Press,2015.
[20]ELLINGWOOD B R.Earthquake risk assessment of building structures[J].Reliability Engineering & System Safety,2001,74(3):251-262.
[21]郭靳时,金菊顺,庄新玲.钢筋混凝土结构设计[M].武汉:武汉大学出版社,2013.
GUO Jinshi,JIN Jushun,ZHUANG Xinling.Reinforced concrete structure design[M].Wuhan:Wuhan University Press,2013.
[22]建筑抗震设计规范:GB 50011—2010[S].北京:中国建筑工业出版社,2016.
Code for seismic design of buildings:GB 50011—2010[S].Beijing:China Architecture & Building Press,2016.
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ZHANG Xing-hu,XU Jing,JIANG Wei-shan.Experiment on Shear Resistance Behavior of New
Steel-concrete Composite Beams[J].Journal of Architecture and Civil Engineering,2010,27(05):97.
[2]许晶,贡金鑫.钢筋混凝土偏心受压构件二阶效应计算对比分析[J].建筑科学与工程学报,2010,27(03):65.
XU Jing,GONG Jin-xin.Comparative Analysis of Second-order Effect on Eccentrically
Compressed Reinforced Concrete Member[J].Journal of Architecture and Civil Engineering,2010,27(05):65.
[3]王小安,郭彦林,兰涛.采光天顶支承结构设计与施工一体化时变分析模型[J].建筑科学与工程学报,2010,27(04):96.
WANG Xiao-an,GUO Yan-lin,LAN Tao.Design-construction Integrated Time-varying Analysis Model for
Supporting Structure of Glass Roof[J].Journal of Architecture and Civil Engineering,2010,27(05):96.
[4]王吉忠,赵玉杰.CFRP布持载加固高强混凝土偏压柱受力性能[J].建筑科学与工程学报,2011,28(01):20.
WANG Ji-zhong,ZHAO Yu-jie.Mechanical Behaviors of High-strength Concrete Columns Strengthened
with CFRP Sheets Under Sustained Eccentric[J].Journal of Architecture and Civil Engineering,2011,28(05):20.
[5]董海,何化南,吴智敏,等.界面处理对FRP加固钢筋混凝土梁承载力的影响[J].建筑科学与工程学报,2011,28(02):75.
DONG Hai,HE Hua-nan,WU Zhi-min,et al.Effect of Surface Preparation on Bearing Capacity of
RC Beams Strengthened with FRP[J].Journal of Architecture and Civil Engineering,2011,28(05):75.
[6]张建伟,杨亚彬,曹万林,等.圆钢管混凝土边框多重组合低矮剪力墙的抗震性能[J].建筑科学与工程学报,2011,28(03):23.
ZHANG Jian-wei,YANG Ya-bin,CAO Wan-lin,et al.Seismic Performance of Composite Low-rise Shear Wall with Concrete-filled
Round Steel Tube Columns and Concealed Steel Trusses[J].Journal of Architecture and Civil Engineering,2011,28(05):23.
[7]石宇,周绪红,刘永健.冷弯薄壁卷边槽钢偏心受压构件承载力计算的折减强度法[J].建筑科学与工程学报,2011,28(03):40.
SHI Yu,ZHOU Xu-hong,LIU Yong-jian.Strength-reduction Method for Load-carrying Capacity of Cold-formed
Thin-walled Lipped Channel Members Under Eccentric Compression[J].Journal of Architecture and Civil Engineering,2011,28(05):40.
[8]李俊华,于长海,唐跃锋,等.CFRP布加固火灾后钢筋混凝土柱的试验研究[J].建筑科学与工程学报,2011,28(04):48.
LI Jun-hua,YU Chang-hai,TANG Yue-feng,et al.Experimental Research on Rehabilitation with CFRP Sheets for
ReinforcedConcrete Columns After Exposure to Fire[J].Journal of Architecture and Civil Engineering,2011,28(05):48.
[9]单炜,李玉顺,蒋天元.钢-竹组合结构体系设计方法[J].建筑科学与工程学报,2012,29(01):15.
SHAN Wei,LI Yu-shun,JIANG Tian-yuan.Design Method of Steel-bamboo Composite Structure System[J].Journal of Architecture and Civil Engineering,2012,29(05):15.
[10]魏巍巍,贡金鑫.钢筋混凝土柱荷载-变形计算的理论模型[J].建筑科学与工程学报,2012,29(01):38.
WEI Wei-wei,GONG Jin-xin.Theoretical Models of Load-deformation Calculation for
Reinforced Concrete Columns[J].Journal of Architecture and Civil Engineering,2012,29(05):38.