TORSIONAL AND ASEISMIC ANALYSIS OF STAGGERED MASONRY DWELLING

Su Hui; Liang Shuting

doi:10.13204/j.gyjz200506008

Volume 35 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(6): 29-31,63

Su Hui, Liang Shuting. TORSIONAL AND ASEISMIC ANALYSIS OF STAGGERED MASONRY DWELLING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 29-31,63. doi: 10.13204/j.gyjz200506008

Citation:

Su Hui, Liang Shuting. TORSIONAL AND ASEISMIC ANALYSIS OF STAGGERED MASONRY DWELLING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 29-31,63. doi: 10.13204/j.gyjz200506008

Su Hui, Liang Shuting. TORSIONAL AND ASEISMIC ANALYSIS OF STAGGERED MASONRY DWELLING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 29-31,63. doi: 10.13204/j.gyjz200506008

Citation:

Su Hui, Liang Shuting. TORSIONAL AND ASEISMIC ANALYSIS OF STAGGERED MASONRY DWELLING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 29-31,63. doi: 10.13204/j.gyjz200506008

PDF( 0 KB)

TORSIONAL AND ASEISMIC ANALYSIS OF STAGGERED MASONRY DWELLING

doi: 10.13204/j.gyjz200506008

1.
School of Civil Enginnering,Southeast University Nanjing 210096

Received Date: 2004-12-05
Publish Date: 2005-06-20

Abstract

Abstract

Some shortages in design of staggered masonry dwelling are put forward. The torsional analysis and aseismiccalculation of this dewelling are also introduced. Some suggestions on aseismic measures and structural plan layout are putforward at the end of this paper.
- staggered floor dwelling,
- torsional analysis,
- aseismic analysis,
- aseismic measures

FullText(HTML)

References(5)

References

邬瑞锋,蔡贤辉,曲乃泗.多层及高层房屋扭转耦联弹塑性地震反应的研究.大连理工大学学报,1999(7):471～477

[2] 谢靖中,李国强,屠成松.错层结构的几点分析.建筑科学,2001(2):35～37

[3] GB 50011-2001 建筑抗震设计规范

[4] 高振世,朱继澄.建筑结构抗震设计.北京:中国建筑工业出版社,1995.120～144

[5] 鲍雷T,普里斯特利M JN.钢筋混凝土和砌体结构的抗震设计.北京:中国建筑工业出版社,1999.236～238

Relative Articles

[1]	QI Xudong, GAO Songyan, LIU Hongbo, DU Peng, JING Sinan. Seismic Performance Analysis of Full-Frame-Supported Thick Slab Transfer Plate Structure with Skewed Grids Design Above Metro Depot[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 189-195. doi: 10.3724/j.gyjzG24073005
[2]	YANG Xiaohua, ZHANG Qian, WU Senkun, FENG Jian, CAI Jianguo. Seismic Performance Analysis of Beam-Column Connections of Prefabricated Fiber Modified Concrete Frames[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 102-107,147. doi: 10.13204/j.gyjzG20122208
[3]	PENG Haokun, DU Bin, HE Jionghui, HE Chunbao. Analysis for Effect of Different Arrangement and Connection Modes of Vertically Diagonal Tie Rods on Shelf Structures of Three-Dimension Warehouses[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 79-83. doi: 10.13204/j.gyjzG21062206
[6]	Yang Youfa, Li Huaxin, Yang Jingwei, Jiang Daibo. RESEARCH ON THE SEISMIC BEHAVIOR OF DOUBLE-TOWER-CONNECTED TALL STRUCTURE WITH ENLARGED BASE AND TRANSFER STORY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 60-67,126. doi: 10.13204/j.gyjz201211014
[7]	Li Junfeng, Xu Yan, Yang Xiaodong. OPTIMIZATION DESIGN OF HIGH-RISE SHEAR WALL STRUCTURE WITH STAGGERED STORIES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 151-155. doi: 10.13204/j.gyjz201212033
[8]	Nie Jianguo, Tang Liang, Wei Maolin. ANALYSIS OF COMPOSITE ACTIONS IN STEEL2CONCRETE COMPOSITE BEAMS SUBJECTED TO TORSION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 1-4. doi: 10.13204/j.gyjz200803001
[9]	Wang Chunwu. ANALYSIS OF COMPATIBILITY TORSION FOR PRESTRESSED CONCRETE EDGE GIRDERS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 42-45. doi: 10.13204/j.gyjz200710012
[10]	Wang Chunwu. SEISMIC ANALYSIS OF MASONRY-INFILLED FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 14-16. doi: 10.13204/j.gyjz200702004
[11]	Qin Cong-lv, Qian Lei, Gan Gang, Zhang Ai-hui. SEISMIC DESIGN OF AN APARTMENT BUILDING WITH BOTTOM WEAK STORY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 36-38. doi: 10.13204/j.gyjz200610011
[12]	Sun Jianping, Chen Qihui, Bai Hongyu, Zhu Jian, Wang Mingbo. ANALYSIS AND TREATMENT FOR INCLINATION OF RESIDENTIAL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 97-99. doi: 10.13204/j.gyjz200511029
[13]	Haliya Dalilehan. EXPLORATION OF RESPONSE SPECTRUM ANALYSIS AND ITS DEVELOPMENT DIRECTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 50-53. doi: 10.13204/j.gyjz200505013