Citation: | YANG Hong, LIU Qingpei, YANG Xiaoyi. Experimental Research on Anchorage Performance of Rebars Considering Mechanical Characteristics of RC Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 40-49,97. doi: 10.13204/j.gyjzG21060107 |
[1] |
ZHAO B,TAUCER F,ROSSETTO T.Field investigation on the performance of building structures during the 12 May 2008 Wenchuan earthquake in China[J].Engineering Structures,2009,31:1707-1723.
|
[2] |
霍林生,李宏男,肖诗云,等.汶川地震钢筋混凝土框架结构震害调查与启示[J].大连理工大学学报,2009,49(5):718-723.
|
[3] |
HU B,KUNDU T.Seismic performance of interior and exterior beam-column joints in recycled aggregate concrete frames[J].Journal of Structural Engineering,2019,145(3).DOI:10.1061/(ASCE) ST.1943-541X.0002261.
|
[4] |
YANG H,ZHAO W T,ZHU Z Z,et al.Seismic behavior comparison of reinforced concrete interior beam-column joints based on different loading methods[J].Engineering Structures,2018,166:31-45.
|
[5] |
吕西林,郭子雄,王亚勇.RC框架梁柱组合件抗震性能试验研究[J].建筑结构学报,2001,22(1):2-7.
|
[6] |
SOLEIMANI D,POPOV E P,BERTERO V V.Hysteretic behavior of reinforced concrete beam-column subassemblage[J],ACI Journal,1979,76(11):1179-1195.
|
[7] |
傅剑平.钢筋混凝土框架节点的抗震性能与设计方法[D].重庆:重庆建筑大学,2002.
|
[8] |
赵雯桐.考虑节点区非弹性变形特征的RC梁柱节点抗震性能试验及有限元模型研究[D].重庆:重庆大学,2019.
|
[9] |
OTANI S.Inelastic analysis of RC frame structures[J].Journal of the Structural Division,ASCE,1974,100:1433-1449.
|
[10] |
BIRELY A C,LOWES L N,LEHMAN D E.A model for the practical nonlinear analysis of reinforced-concrete frames including joint flexibility[J].Engineering Structures,2012,34:455-465.
|
[11] |
杨红,莫林辉,陈进可,等.钢筋混凝土梁柱节点区非弹性变形的改进模型研究[J].建筑结构学报,2014,35(3):128-137.
|
[12] |
ELMORSI M,KIANOUSH M R,TSO W K.Modeling bond-slip deformations in reinforced concrete beam-column joints[J].Canadian Journal of Civil Engineering,2000,27:490-505.
|
[13] |
YOUSSEF M,GHOBARAH A.Modelling of RC beam-column joints and structural walls[J].Journal of Earthquake Engineering,2001,5(1):93-111.
|
[14] |
SHIN M,LAFAVE J M.Testing and modelling for cyclic joint shear deformations in RC beam-column connections[C]//Proceedings of the 13th World Conference on Earthquake Engineering.Vancouver:2004.
|
[15] |
LOWES L N,ALTOONTASH A.Modeling reinforced-concrete beam-column joints subjected to cyclic loading[J].Journal of Structural Engineering,ASCE,2003,129(12):1686-1697.
|
[16] |
MITRA N,LOWES L N.Evaluation,calibration,and verification of a reinforced concrete beam-column joint model[J].Journal of Structural Engineering,ASCE,2007,133(1):105-120.
|
[17] |
MAZZONI S,MCKENNA F,SCOTT M H,et al.Open system for earthquake engineering simulation users command-language manual[M/OL].University of California,Berkeley.2021.http://opensees.berkeley.edu/wiki/index.php/Command_Manual.
|
[18] |
MITRA N,MITRA S,LOWES L N.Probabilistic model for failure initiation of reinforced concrete interior beam-column connections subjected to seismic loading[J].Engineering Structures,2011,33:154-162.
|
[19] |
HWANG S J,LEE H J.Analytical model for predicting shear strengths of exterior reinforced concrete beam-column joints for seismic resistance[J].ACI Structural Journal,1999,96(5):846-857.
|
[20] |
MITRA N.An analytical study of reinforced concrete beam-column joint behavior under seismic loading[D].Washington:Department of Civil Engineering,University of Washington,2007.
|
[21] |
董俊宏,杨红,赵雯桐.基于裂缝分布特征的RC框架中间节点受剪性能计算拉压杆模型[J].振动与冲击,2019,38(24):48-55.
|
[22] |
赵雯桐,杨红,傅剑平,等.梁柱节点的单元模型校准与其组合体试验方法对比[J].建筑结构学报,2017,38(5):133-142.
|
[23] |
中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010-2010[S].北京:中国建筑工业出版社,2010.
|
[24] |
ELIGEHAUSEN R,POPOV E P,BERTERO V V.Local bond stress-slip relationships of deformed bars under generalized excitations:EERC Report No.83/23[R].Berkeley:Univ.of California,1983.
|
[25] |
徐有邻.变形钢筋-混凝土黏结锚固性能的试验研究[D].北京:清华大学,1990.
|
[26] |
赵羽习,金伟良.钢筋与混凝土黏结本构关系的试验研究[J].建筑结构学报,2002,23(1):32-37.
|