THE DEFORMATION ANALYSIS OF STRUCTURE OF SUNKEN CAVE

Yao Yangping; Qu Shan; Feng Xing; Hu Hexiang

doi:10.13204/j.gyjz201109009

Volume 41 Issue 9

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(9): 43-47

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

Citation:

Yao Yangping, Qu Shan, Feng Xing, Hu Hexiang. THE DEFORMATION ANALYSIS OF STRUCTURE OF SUNKEN CAVE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 43-47. doi: 10.13204/j.gyjz201109009

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

Citation:

Yao Yangping, Qu Shan, Feng Xing, Hu Hexiang. THE DEFORMATION ANALYSIS OF STRUCTURE OF SUNKEN CAVE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 43-47. doi: 10.13204/j.gyjz201109009

PDF( 0 KB)

THE DEFORMATION ANALYSIS OF STRUCTURE OF SUNKEN CAVE

doi: 10.13204/j.gyjz201109009

1.
School of Transportation Science and Engineering,Beihang University,Beijing 100191,China

Received Date: 2011-06-13
Publish Date: 2011-09-20

Abstract

Abstract

Sunken cave, which is warm in winter and cool in summer, is Chinese earth construction. Cave is the most convenient and cheapest living pattern for people on Loess Plateau. It is particularly important to inherit and develop sunken cave nowadays when low carbon is highly promoted. So it is meaningful to study the deformation analysis of structure of sunken cave. In this paper, finite element method was adopted to analyze the deformation of structure of sunken cave and explained that the UH model was more suitable in the analysis. At last, the deformation characteristics was draw, and the weakest part of sunken caves was found out.
- sunken cave,
- UH model,
- deformation,
- vertical displacement

FullText(HTML)

References(11)

References

[2] 夏明勤.下沉式窑洞[EB /OL].2008-12-03[2011-06-06]http: ∥ www.showchina.org / zixun /200812 /w0200812305798448496.jpb.

潘谷西.中国建筑史[M].5 版.北京: 中国建筑工业出版社,2003.

[3] 廖红建,许志平,杨政,等.黄土窑洞的环境与岩土工程问题

[J].岩土工程界,2002(4) .

[4] 姚仰平,侯伟,周安楠.基于伏斯列夫面得超固结土模型[J].中国科学: E 辑,2007,37(11):1417-1419.

[5] 姚仰平,李自强,侯伟,等.基于改进伏斯列夫线的超固结土本构模型[J].水利学报,2008,39(11):1244-1250.

[6] 姚仰平,冯兴,黄祥,等.UH 模型在有限元分析中的应用[J].岩土力学,2010(1):237-245.

[7] Yao Y P,Hou W,Zhou A N.UH Model: Three-Dimensional Unified Hardening Model for Overconsolidated Clays [J].Gotechnique,2009,59(5):451-469.

[8] David M, Zdravkovicp P L.Finite Element Analysis in Geotechnical Engineering[M].北京: 科学出版社,2010 (5) :132-135.

[9] 童丽萍,韩翠萍.传统生土窑洞的土拱结构体系[J].施工技术,2008(6) .

[10] 刘海松.考虑沉积环境和应力历史的黄土力学特性研究[D].西安: 长安大学,2008.

Relative Articles

[1]	ZHAO Qiu, CHEN Peng, LIN Zhiping, ZHANG Junchao. A Calculation Method of Overall Stability for Flat Plate Stiffened Panels Under Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 138-146. doi: 10.3724/j.gyjzG22020911
[2]	PENG Daibin, LIU Zhanke. Research on Critical Moment of Lateral Restrained Beams Under End Moments[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 144-150. doi: 10.13204/j.gyjzG20082506
[3]	WANG Yuwei, GUO Yanlin, WANG Mengzheng. RESEARCH PROGRESS OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE COMPOSITE WALLS WITH T-SECTION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 181-188. doi: 10.13204/j.gyjzG21052612
[4]	Sun Defa. ANALYSIS OF EFFECTIVE SECTION OF COLD-FORMED THIN-WALL LIPPED CHANNEL PURLINS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 131-135. doi: 10.13204/j.gyjz201502027
[5]	Du Huilin, Tong Genshu, Song Changyong, Zhang Lei. TORSIONAL RESTRAINTS OF CORRUGATED SHEETING TO PURLIN THROUGH SLIPPABLE CLIPS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 34-41. doi: 10.13204/j.gyjz201304007
[6]	Tong Genshu, Wu Qiang, Zhang Lei. BENDING AND TWISTING ABOUT A CONSTRAINED AXIS OF C-SECTION PURLINS WITH ONE SAG ROD AT MIDSPAN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 12-20. doi: 10.13204/j.gyjz201312002
[7]	Tong Genshu, Wu Qiang, Zhang Lei. BENDING AND TWISTING ABOUT A CONSTRAINED AXIS OF Z-SECTION PURLINS WITH ONE SAG ROD AT MIDSPAN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 1-11. doi: 10.13204/j.gyjz201312001
[8]	Wu Qiang, Tong Genshu, Zhang Lei. ANALYSIS OF TWISTING ABOUT UPPER FLANGE OF C-SECTION PURLIN WITH TWO SAG RODS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 21-25. doi: 10.13204/j.gyjz201312003
[9]	Yan Xiaoxiao, Zhang Lei, Tong Genshu. STABILITY OF DOUBLY SYMMETRIC I-SECTIONAL CANTILEVERS WITH DIFFERENT BOUNDARY CONDITIONS AT TIP[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 13-18. doi: 10.13204/j.gyjz201304003
[10]	Tong Genshu. EFFICIENCY OF SAG RODS AS LATERAL SUPPORTS FOR STABILITY OF PURLINS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 52-56,65. doi: 10.13204/j.gyjz201312008
[11]	Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF C-PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 34-37,11. doi: 10.13204/j.gyjz201312005
[12]	Wang Yuanqing, Yuan Huanxin, Shi Yongjiu, Yang Lu. RESEARCH ADVANCES IN STABILITY OF STAINLESS STEEL STRUCTURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 1-11. doi: 10.13204/j.gyjz2011205001
[13]	Song Guang, Song Erxiang, Liu Jianguo. RELATIONSHIP BETWEEN GLOBAL STABILITY AND LOCAL STABILITY ANALYSIS OF SOIL NAILING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 46-52. doi: 10.13204/j.gyjz201212011
[14]	Ban Huiyong, Shi Gang, Shi Yongjiu, Wang Yuanqing. EFFECT OF INITIAL IMPERFECTIONS ON OVERALL BUCKLING BEHAVIOR OF HIGH STRENGTH STEEL COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 37-45,50. doi: 10.13204/j.gyjz201201007
[15]	Tong Genshu, Wu Qiang. NOTIONAL LOAD ON BOTTOM FLANGE IN STRENGTH CALCULATION OF Z- SHAPED CROSS SECTION PURLIN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 136-142. doi: 10.13204/j.gyjz201204028
[16]	Tong Genshu, Shao Feng. TORSIONAL RESTRAINT ON PURLINS BY CORRUGATED STEEL SHEET[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 111-115,134. doi: 10.13204/j.gyjz201003025
[17]	Nie Shaofeng, Wang Wenke, Zhou Tianhua, He Baokang. STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH COLD-FORMED STEEL CONTINUOUS HAT SECTION PURLIN[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 92-94,91. doi: 10.13204/j.gyjz200907025
[18]	Wang Xintang, Ji Yao, Wang Jianping. COMPUTATION OF BUCKLING LOAD OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 82-86. doi: 10.13204/j.gyjz200804021
[19]	Zhang Ailin, Liu Xuechun, Ge Jiaqi, Zhang Baoqin, Zhang Xiaofeng. STABILITY ANALYSIS OF SUSPEND-DOME OF BADMINTON GYMNASIUM FOR 2008 OLYMPIC GAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 8-11,46. doi: 10.13204/j.gyjz200701003
[20]	Zhang Yang, Zhang Yaochun. IN-PLANE GLOBAL STABILITY OF SPACE LATTICE TILTED COLUMN FRAME OF TRIANGLE SECTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 71-74. doi: 10.13204/j.gyjz200503025