|Table of Contents|

Interactive Analysis of Steel Deep Beam Infilling Steel Frame(PDF)

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

Issue:
2012年02期
Page:
43-47
Research Field:
Publishing date:

Info

Title:
Interactive Analysis of Steel Deep Beam Infilling Steel Frame
Author(s):
YUAN Xiao-sa;  ZHENG Hong;  YU Chang-liang
School of Civil Engineering, Chang'an University, Xi'an 710061, Shaanxi, China
Keywords:
steel deep beam;  steel frame;  interactive performance;  ultimate bearing capacity;  stiffness
PACS:
TU392.4
DOI:
-
Abstract:
In order to meet the need of gradient amplitude modulation of the stiffness of steel structure buildings in a certain range, and improve the seismic behavior of the steel structure buildings, the steel deep beam as a new type of lateral force resistance member was proposed. Through horizontal low cyclic loading test, pure steel frame and steel deep beam infilling steel frame were analyzed, and the structures were simplified properly. The viable interactive analysis model of steel deep beam infilling steel frame was obtained by contrasting two simplified models. The study results show that steel deep beam infilling steel frame can significantly improve initial stiffness, yield load and ultimate bearing capacity of pure steel structure.

References:

[1] 张建伟,曹万林,董宏英,等.不同构造措施的钢管混凝土边框钢板剪力墙抗震性能试验研究[J].防震减灾工程学报,2011,31(4):450-456. ZHANG Jian-wei,CAO Wan-lin,DONG Hong-ying,et al.Experimental Study on Seismic Performance of Steel-plate Shear Walls with Concrete Filled Steel Tube Columns and Different Constructional Measures[J].Journal of Disaster Prevention and Mitigation Engineering,2011,31(4):450-456.
[2]KAHN L F,HANSON R D.Infilled Walls for Earthquake Strengthening[J].Journal of the Structural Divison,1979,105(2):283-296.
[3]KESNER K.Development of Seismic Retrofit and Strengthening Strategies for Critical Facilities Using Engineered Cementitious Composite Materials[D].Ithaca:Cornell University,2003.
[4]KESNER K,BILLINGTON S L.Investigation of Infill Panels Made from Engineered Cementitious Composites for Seismic Strengthening and Retrofit[J].Journal of Structural Engineering,2005,131(11):1712-1720.
[5]郑 宏.钢板-混凝土组合深梁:中国,ZL2006201360-74.9[P].2007-10-31. ZHENG Hong.Steel Plate-concrete Composite Deep Beam:China,ZL200620136074.9[P].2007-10-31.
[6]郑 宏,杨飞颖,张维刚.钢板深梁屈曲分析[J].建筑科学与工程学报,2007,24(3):31-35. ZHENG Hong,YANG Fei-ying,ZHANG Wei-gang.Buckling Analysis on Steel Plate Deep Beam[J].Journal of Architecture and Civil Engineering,2007,24(3):31-35.
[7]叶列平,孟 杰,王宇航.拉-压杆模型在钢筋混凝土深梁设计中的应用[J].建筑科学与工程学报,2009,26(2):81-86. YE Lie-ping,MENG Jie,WANG Yu-hang.Application of Strut-and-tie Model in Design of Reinforced Concrete Deep Beams[J].Journal of Architecture and Civil Engineering,2009,26(2):81-86.
[8]贡金鑫,林 园,魏巍巍.均布荷载下深梁设计的压杆-拉杆模型[J].建筑科学与工程学报,2009,26(3):20-26. GONG Jin-xin,LIN Yuan,WEI Wei-wei.Strut-and-tie Model of Deep Beam Design Under Uniform Distributed Loads[J].Journal of Architecture and Civil En-gineering,2009,26(3):20-26.
[9]胡立黎,郑 宏,宋晓强,等.钢筋混凝土深梁填充钢框架协同工作分析[J].郑州大学学报:工学版,2010,31(1):16-19. HU Li-li,ZHENG Hong,SONG Xiao-qiang,et al.Interactive Analysis Between Reinforced Concrete Deep Beam and Steel Frame[J].Journal of Zhengzhou University:Engineering Science,2010,31(1):16-19.
[10]郭立志.钢-混凝土组合深梁填充钢框架协同分析与静力弹塑性分析[D].西安:长安大学,2010. GUO Li-zhi.Collaborative Analysis and Pushover Analysis of the Steel-concrete Composite Deep Beams Infilled Frame[D].Xi'an:Chang'an University,2010.
[11]贾腾飞.钢框架内填钢筋混凝土深梁协同分析及动力弹塑性分析[D].西安:长安大学,2010. JIA Teng-fei.Collaborative Analysis and Dynamic Plastic Analysis of Reinforced Concrete Deep Beams Infilled Steel Frame[D].Xi'an:Chang'an University,2010.

Memo

Memo:
-
Last Update: 2012-06-20