CONTRASTIVE ANALYSIS ON DAMAGE PHENOMENA AND STRAIN DEVELOPMENT IN JOINT AREA OF COVER PLATE REINFORCED STEEL FRAME CONSIDERING FLOOR EFFECT

LI Jianfen; WANG Yan; CHEN Xiao

doi:10.13204/j.gyjzG21011108

Volume 51 Issue 4

Aug. 2021

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(4): 111-117

LI Jianfen, WANG Yan, CHEN Xiao. CONTRASTIVE ANALYSIS ON DAMAGE PHENOMENA AND STRAIN DEVELOPMENT IN JOINT AREA OF COVER PLATE REINFORCED STEEL FRAME CONSIDERING FLOOR EFFECT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 111-117. doi: 10.13204/j.gyjzG21011108

Citation:

LI Jianfen, WANG Yan, CHEN Xiao. CONTRASTIVE ANALYSIS ON DAMAGE PHENOMENA AND STRAIN DEVELOPMENT IN JOINT AREA OF COVER PLATE REINFORCED STEEL FRAME CONSIDERING FLOOR EFFECT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 111-117. doi: 10.13204/j.gyjzG21011108

Citation:

LI Jianfen, WANG Yan, CHEN Xiao. CONTRASTIVE ANALYSIS ON DAMAGE PHENOMENA AND STRAIN DEVELOPMENT IN JOINT AREA OF COVER PLATE REINFORCED STEEL FRAME CONSIDERING FLOOR EFFECT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 111-117. doi: 10.13204/j.gyjzG21011108

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CONTRASTIVE ANALYSIS ON DAMAGE PHENOMENA AND STRAIN DEVELOPMENT IN JOINT AREA OF COVER PLATE REINFORCED STEEL FRAME CONSIDERING FLOOR EFFECT

doi: 10.13204/j.gyjzG21011108

1. School of Civil Engineering, Qingdao Technology University, Qingdao 266033, China;
2. Changzhou Institute of Technology, Changzhou 213032, China

Received Date: 2021-01-11
Available Online: 2021-08-19

Abstract

Abstract

This paper mainly introduced the key techniques of shaking table test model design and finite element modeling for ductile joint reinforced with cover plate (CPF) and normal steel frame(NSF) considering the floor effect; The contrastive analysis and study on the damage phenomena, strain development in the joint area under the action of severe and mega earthquakes. By using multi-precision shell elements and coupling the translational and rotational degrees of freedom between the floor and the beam upper flange, the finite element analysis results were in good agreement with the experimental results. The results of the comparative analysis of the damage phenomena and strain development law in the joint area showed that CPF steel frame effectively moved the plastic hinge away from the welding at the beam end, in this way, beam hinge failure mechanism of strong column and weak beam, strong joint and weak component was realized. The energy dissipation capacity and bearing capacity of the structure were improved.
- damage,
- stress development law,
- floor effect,
- key techniques of finite element modeling,
- plastic hinge

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References

[1]	WILLIAM E G, MANUEL M. Professional Structural Engineering Experience Related to Welded Steel Moment Frames Following the Northridge Earthquake[J]. Engineering Structures, 1998, 20(4/5/6):249-260.
[2]	STEPHEN A M.Lessons from Damage to Steel Buildings During the Northridge Earthquake[J].Engineering Stmctures,1998,20(4/5/6):261-270.
[3]	蔡益燕.美国钢框架节点抗震设计研究动向[C]//高层建筑抗震技术交流会议论文集.珠海:中国抗震防灾研究会,1997:187-196.
[4]	日本建筑学会.铁骨构造技术指针:JASS 6[S].东京:日本建筑学会,1996.
[5]	王燕. 钢结构新型延性节点的抗震设计理论及其应用[M]. 北京:科学出版社,2012:9-10.
[6]	黄炳生,舒赣平,吕志涛.梁端楔形翼缘连接钢框架低周反复荷载试验研究[J].建筑结构学报,2006,27(2):57-63.
[7]	李波,杨庆山,茹继平,等.梁腹板开圆孔的钢框架抗震性能研究[J].工程力学,2009,26(1):64-73.
[8]	陈立权,王燕,王玉田,等.扩翼式节点钢框架拟动力试验研究[J].工业建筑,2011(增刊):844-853.
[9]	董立婷.延性钢框架在低周反复荷载作用下损伤退化滞回性能分析[D].青岛:青岛理工大学, 2013.
[10]	韩小雷,陈学伟,郑宜,等,足尺钢框架振动台试验及动力弹塑性数值模拟[J].地震工程与工程振动,2008,28(6):134-141.
[11]	张敏政.地震模拟实验中相似律应用的若干问题[J].地震工程与工程振动, 1997, 17(2):52-58.
[12]	张敏政,孟庆利,刘晓明.建筑结构的地震模拟试验研究[J].工程振动, 2003, 12(4):31-35.
[13]	王新敏,李义强,许宏伟.ANSYS结构分析单元与应用[M]. 北京:人民交通出版社,2015:274-281.
[14]	王新敏.ANSYS工程结构数值分析[M]. 北京:人民交通出版社,2007:247.
[15]	徐珂. ANSYS建筑结构分析应用[M]. 北京:中国建筑工业出版社,2013:177-179.
[16]	中华人民共和国住房和城乡建设部.高层民用建筑钢结构技术规程:JGJ 99-2015[S]. 北京:中国建筑工业出版社,2016:32.

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