Damage of Basement and Foundation under Low-Temperature Environment and its Analysis

Guang Yi Liu; Qi Wang; Hong Xing Wang

doi:10.4028/www.scientific.net/AMM.578-579.1233

Paper Titles

Research on the Application of Information Technology in the Dynamic Monitoring of Masonry Structure
p.1212

Vertical Deformation Prediction Method for Bridges Based on Grey System-BP Neural Network Model
p.1217

Crack Identification of Plane Frames Based on Wavelet Transform of Rotation Modes
p.1224

Damage Detection Method Based on Fractal Correlation Dimension for Steel Truss Structure
p.1228

Damage of Basement and Foundation under Low-Temperature Environment and its Analysis
p.1233

Crack Control Technology for Concrete of Super-Large Section Precast Immersed Tube
p.1240

Vibration Test of Hangzhou East Railway Station under Pedestrian Load
p.1247

Experimental Study on Behavior of the Channel-Masonry-Concrete Composite Structures
p.1251

Identification and Treatment Suggestion of a Building Safety
p.1257

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Damage of Basement and Foundation under...

Damage of Basement and Foundation under Low-Temperature Environment and its Analysis

Abstract:

Due to inappropriate protective measures during construction, building structures in cold regions can easily suffer from frost heaving damage during the wintering period. Such damage is relatively invisible and can hardly be detected. According to the actual engineering conditions, this paper comprehensively analyzes the destructional form of each building element at low temperatures as well as discusses the methods to detect and evaluate damage of buildings at low temperatures. The author finds that: Under low-temperature environment, punching failure often occurs between the foundation slab and bearing platform and the anchor connection between the pile and bearing platform can easily become ineffective.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

1233-1239

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.1233

Citation:

Cite this paper

Online since:

July 2014

Authors:

Guang Yi Liu*, Qi Wang, Hong Xing Wang

Keywords:

Basement, Foundation, Frost Heaving Damage, Punching Failure

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Code for design og concrete structures(GB 50010-2010), 2010: 49-159.

Google Scholar

[2] J. Enriqre Luco, Francisco C., P. De Barros. Optimal damping between two adjacent elastic structures [J]. Earthquake Eng. & struct. Dyn., 1998, 27(7): 649-659.

DOI: 10.1002/(sici)1096-9845(199807)27:7<649::aid-eqe748>3.0.co;2-5

Google Scholar

[3] Y. L. Xu,Q. He, J. M. Ko. Dynamic response of damper-connected adjacent buildings under earthquake exication[J]. Engineering Structures, 1999, 21(2): 135-148.

DOI: 10.1016/s0141-0296(97)00154-5

Google Scholar

[4] Hong Hao, Jat shen. Estimation of relative displacement of two adjacent asymmetric structures [J]. Earthquake Eng. &Struct. Dyn. , 2001, 30(1): 81-96.

DOI: 10.1002/1096-9845(200101)30:1<81::aid-eqe997>3.0.co;2-e

Google Scholar