|Table of Contents|

Grey Relevance Analysis of Influencing Parameters of Bearing Capacity of Concrete Beam-column Joints in Traditional Style Buildings(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2019年06期
Page:
80-87
Research Field:
Publishing date:

Info

Title:
Grey Relevance Analysis of Influencing Parameters of Bearing Capacity of Concrete Beam-column Joints in Traditional Style Buildings
Author(s):
DONG Jin-shuang12 SUI Yan2 XUE Jian-yang2
(1. College of Civil Engineering and Architecture, Hainan University, Haikou 570228, Hainan, China;2. School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, Shaanxi, China)
Keywords:
traditional style building double beam-column joint bearing capacity grey relevance analysis
PACS:
TU311
DOI:
-
Abstract:
In order to study the failure characteristics and mechanical properties of concrete beam-column joints of traditional style building, the dynamic cyclic loading tests of two joint specimens were carried out, including a traditional style concrete double-beam-column joint and a single-beam-column joint. And the restoring force characteristic curves of the specimens were obtained. Based on the experimental results, the three-dimensional finite element model of specimen was established by using ABAQUS software. On the basis of validating the rationality of the model structure and combining with the relational analysis method of grey system theory, taking the key parameters such as axial compression ratio, concrete strength, spacing between upper and lower beams and stirrup ratio as the relational factors, the relational degree of the key influencing factors of bearing capacity of the traditional style concrete beam-column joints was calculated, and the weight order of the influencing factors of each parameter on its bearing capacity was obtained. The results show that compared with single beam-column joints, the traditional style concrete double beam-column joints have higher bearing capacity and energy dissipation capacity, fuller hysteretic curve, but their displacement ductility is slightly smaller than single beam-column joints. Generally, the deformation and energy dissipation capacity of the joint area of the traditional style concrete beam-column specimens are strong, and the seismic performance is good. The key influencing factors of bearing capacity of traditional style concrete beam-column joints are concrete strength, stirrup ratio, section steel strength and axial compression ratio in turn. The research results provide a new idea for the further study of mechanical properties and bearing capacity calculations of traditional style buildings.

References:

[1] 谢启芳,李 朋,葛鸿鹏,等.传统风格钢筋混凝土梁-柱节点抗震性能试验研究[J].世界地震工程,2015,31(4):150-158.
XIE Qi-fang,LI Peng,GE Hong-peng,et al.Experimental Study on Seismic Behavior of RC Column-beam Joint Built in Traditional Style[J].World Earthquake Engineering,2015,31(4):150-158.
[2]屈 虹,路占卫.仿古建筑油饰彩画施工技术在混凝土基层中的应用[J].施工技术,2012,41(增2):310-313.
QU Hong,LU Zhan-wei.Application of Decoration of Antique Building Oil Painting Technique in Concrete Base[J].Construction Technology,2012,41(S2):310-313.
[3]詹 云.建筑设计装饰艺术[J].文艺争鸣,2011(2):138-139.
ZHAN Yun.Architectural Design and Decoration Art[J].Contention in Literature and Art,2011(2):138-139.
[4]赵 侃.仿古建筑兴起的文化因素[J].艺术评论,2009(3):72-75.
ZHAO Kan.Cultural Factors of the Rise of Archaize Architecture[J].Arts Criticism,2009(3):72-75.
[5]丁亮进,董欢涛,李 妍,等.天人长安塔钢结构综合施工技术[J].施工技术,2010,39(8):158-159,166.
DING Liang-jin,DONG Huan-tao,LI Yan,et al.Comprehensive Construction Technology of Steel Structures in Tianrenchang'an Pagoda[J].Construction Technology,2010,39(8):158-159,166.
[6]王昌兴,徐 珂,田立强.洛阳隋唐城天堂遗址保护建筑结构设计[J].钢结构,2011,26(8):32-36,79.
WANG Chang-xing,XU Ke,TIAN Li-qiang.Structure Design of Tiantang for the Protection of the Ruins of Ancient Buildings Built in the Sui and Tang Dynasty in Luoyang City[J].Steel Construction,2011,26(8):32-36,79.
[7]张兰香.仿古混凝土构件安装施工探讨、研究与应用——永济鹳雀楼重建工程[J].古建园林技术,2009(4):73-75.
ZHANG Lan-xiang.Discussion, Research and Application of Antique Concrete Component Installation and Construction — Yongji Guanquelou Reconstruction Project[J].Traditional Chinese Architecture and Gardens,2009(4):73-75.
[8]张兰香.大型仿古建筑混凝土结构构架施工工法(YJGF47-2002)[J].施工技术,2005,34(3):80-83.
ZHANG Lan-xiang.Construction Method of Large Size Concrete Structural Frames in Pseudo-classic Building(YJGF47-2002)[J].Construction Technology,2005,34(3):80-83.
[9]贾慕晟,王江平,张兰香.仿古建筑钢-木组合结构构架创新施工技术的研究与应用[J].施工技术,2014,43(15):111-115.
JIA Mu-sheng,WANG Jiang-ping,ZHANG Lan-xiang.Study and Application of Steel-wood Composite Structure Innovative Construction Technology for Ancient Style Building[J].Construction Technology,2014,43(15):111-115.
[10]XUE J Y,DONG J S,SUI Y,et al.Dynamic Experimental Study of Viscous Damper on Chinese Traditional Style Structure with Dual-lintel-column Joint of Steel and Composite Structures[J].The Structural Design of Tall and Special Buildings,2017,26(10):e1366.
[11]XUE J Y,DONG J S,SUI Y,et al.Dynamic Behaviors of Viscous Damper on Concrete Archaized Building with Lintel-column Joint[J].Earthquakes and Structures,2017,13(4):409-419.
[12]薛建阳,吴占景,隋 龑,等.传统风格建筑钢结构双梁-柱中节点抗震性能试验研究及有限元分析[J].工程力学,2016,33(5):97-105.
XUE Jian-yang,WU Zhan-jing,SUI Yan,et al.Experimental Study and Numerical Analysis on Aseismic Performance of Steel Double-beams-column Interior-joints in Traditional Style Building[J].Engineering Mechanics,2016,33(5):97-105.
[13]薛建阳,吴占景,隋 龑,等.仿古建筑钢结构双梁-柱边节点抗震性能试验研究[J].建筑结构学报,2015,36(3):80-89.
XUE Jian-yang,WU Zhan-jing,SUI Yan,et al.Experimental Study on Seismic Performance of Steel Double-beams Column Exterior Joints in Antique Style Building[J].Journal of Building Structures,2015,36(3):80-89.
[14]隋 龑,薛建阳,董金爽,等.附设黏滞阻尼器的传统风格建筑混凝土梁柱组合件力学行为分析[J].工业建筑,2017,47(10):45-51.
SUI Yan,XUE Jian-yang,DONG Jin-shuang,et al.Research on Mechanical Behavior of Concrete Beam-column Subassemblages in Traditional Style Buildings with Viscous Damper[J].Industrial Construction,2017,47(10):45-51.
[15]隋 龑,薛建阳,吴占景,等.钢结构仿古建筑阻尼节点动力加载试验及有限元分析[J].建筑结构学报,2018,39(6):110-118.
SUI Yan,XUE Jian-yang,WU Zhan-jing,et al.Dynamic Loading Test and Numerical Analysis of Steel Beam-column Joint in Traditional Style Buildings[J].Journal of Building Structures,2018,39(6):110-118.
[16]SCOTT B D,PARK R,PRIESTLEY M J N.Stress-strain Behavior of Concrete Confined by Overlapping Hoops at Low and High Strain Rates[J].ACI Journal Proceedings,1982,79(1):13-27.
[17]ALFANO G,ROSATI L.A General Approach to the Evaluation of Consistent Tangent Operators for Rate-independent Elastoplasticity[J].Computer Methods in Applied Mechanics and Engineering,1998,167(1/2):75-89.
[18]陈宗平.型钢混凝土异形柱的基本力学行为及抗震性能研究[D].西安:西安建筑科技大学,2007.
CHEN Zong-ping.Study on Basic Mechanical Behavior and Seismic Performance of Steel Reinforced Concrete Special-shaped Columns[D].Xi'an:Xi'an University of Architecture and Technology,2007.
[19]刘思峰,党耀国,方志耕,等.灰色系统理论及其应用[M].北京:科学出版社,2010.
LIU Si-feng,DANG Yao-guo,FANG Zhi-geng,et al.Grey System Theory and Its Application[M].Beijing:Science Press,2010.
[20]徐亚丰,贾连光,王连广,等.钢骨高强混凝土框架边节点抗剪承载力分析[J].东北大学学报:自然科学版,2005,26(2):167-170.
XU Ya-feng,JIA Lian-guang,WANG Lian-guang,et al.Bearing Capacity of Side Joint of Steel-reinforced HS Concrete Frame for Shear Load[J].Journal of Northeastern University:Natural Science,2005,26(2):167-170.
[21]谢启芳,李 朋,王 龙,等.传统风格钢筋混凝土梁-柱节点抗剪机理分析与抗剪承载力计算[J].建筑结构,2014,44(19):81-86,33.
XIE Qi-fang,LI Peng,WANG Long,et al.Shear Mechanism Analysis and Shear Capacity Calculation of the RC Column-beam Joint Built in Traditional Style[J].Building Structure,2014,44(19):81-86,33.

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Last Update: 2019-11-26