Discussion of the Masonry Structure Building Underpinning Method

Kao Zhong Zhao; Yan Han

doi:10.4028/www.scientific.net/AMM.351-352.471

Paper Titles

Fatigue Stiffness Analysis of Corroded RC Beams
p.450

Mechanical Behavior Research for the Interior Joint of New Light-Weight Portal Rigid Frame (II)
p.454

Experimental Research on the Thermal Damage of Concrete
p.460

Dynamic Stability Analysis of Steel-Concrete Composite Ribbed Shell under Vertical Step Loads
p.467

Discussion of the Masonry Structure Building Underpinning Method
p.471

Study of Free Vibration Characteristic of Continuous Box-Girder Based on Hamilton Principle
p.476

The Research of Test on Steel Frame Beam-Column Connections with Rib Top and Seat Angle and Angle with Two Web Node Energy Consumption
p.483

Application and Discussion of Pressure Grouting Technology in Bored Piles
p.487

Buckling Behavior of Elliptical Shells of Changing Thickness under Uniform Axial Compression
p.492

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Discussion of the Masonry Structure Building...

Discussion of the Masonry Structure Building Underpinning Method

Abstract:

In masonry structure transformation, due to the removal of walls, force transmission path and force structure mechanism of load-bearing walls will be changed. So it become greatly important to adopt a safe, applicable, economic and reasonable underpinning method. This paper introduces several underpinning methods of masonry structure modification, which summarizes the advantages and disadvantages of them. Their characteristics and using condition are discusses in the paper. Some conclusions which are drawn may be referenced for the future engineering practice.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

471-475

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.471

Citation:

Cite this paper

Online since:

August 2013

Authors:

Kao Zhong Zhao*, Yan Han

Keywords:

Masonry Structure, Reconstructive Design, Steel-Brick Masonry Composite Beam, Steel-Reinforced Concrete Composite Beam, Underpinning Method

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

* - Corresponding Author

References

[1] Kaozhong Zhao, li wang, Fengmin Xia. Journal of Building Structure, 2003, 33(4): 28-35(in Chinese).

Google Scholar

[2] Bo Xiang, Shenghua Zhang, Shuangling Wen. Journal of Industrial Building, 2007, 33(6): 95-97(in Chinese).

Google Scholar

[3] Qiang Jia. Journal of Sichuan Building Science, 2005, 31(5): 68-69(in Chinese).

Google Scholar

[4] Xinhua Cai. Researches on The Underpinning Technology of Building Structures[D]. Shanghai: Tongji University, (2007).

Google Scholar

[5] Guiping Mao, Xiaoxu Huang. Journal of Architecture Technology, 2004, 35（6）：441-442(in Chinese).

Google Scholar

[6] Wang Chao. Experimental Study on Behavior of Steel-Masonry Composite Structure in Masonry Structure Underpinning[D]. Shandong Jianzhu University, (2011).

Google Scholar

[7] Xiaopeng Fang. Experimental Study on Behavior of Steel-Masonry Composite Structure in Masonry Structure that have column[D]. Shandong Jianzhu University, (2011).

Google Scholar