Application Research of In Situ Axial Compression Method on Brick Masonry

Ru Qiang Xie; Jian Wei Chen; Jie Zhang

doi:10.4028/www.scientific.net/AMM.578-579.637

Paper Titles

Analysis of Influencing Factors on Mechanical Behavior of Laminated Slab with Shear Connectors with Four-Terminal Fixed Constraints
p.619

Analysis of Influencing Factors on Outer Annular-Stiffener Type Steel Castellated Beam-Concrete Filled Steel Tuber
p.623

Analysis of Static Strength for Tubular Joint Reinforced with Collar Casing Pipe
p.627

Analysis on Creep Characteristics of PC and RC Cylinders with Different Loading Ages
p.631

Application Research of In Situ Axial Compression Method on Brick Masonry
p.637

Calculation of Cross Beam in Continuous Box Girder Bridge Based on Modified Shear Method
p.642

Characteristic Analysis of Prestressed Concrete Frame Joints with Spread-Ended Beams
p.648

Comparison Analysis of Evaluation Criterions for Vibration Serviceability Induced by Wind Load
p.653

Computational Method on Axial Tension of Secondary Loaded RC Members Strengthened with Carbon Fiber Reinforced Plastic Sheets
p.659

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Application Research of In Situ Axial Compression...

Application Research of In Situ Axial Compression Method on Brick Masonry

Abstract:

The walls of some masonry structure engineering are tested with in-situ axial compression method. By the test data is showed that the compressive strength of the masonry between slots is met the requirements of the relevant building codes. The results can provide a reliable basis for the appraisal of engineering quality. But the test data are far bigger than the characteristic values of masonry strength. Because the shear stress on both sides of masonry between slots is ignored.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

637-641

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.637

Citation:

Cite this paper

Online since:

July 2014

Authors:

Ru Qiang Xie*, Jian Wei Chen, Jie Zhang

Keywords:

In Situ Axial Compression Method, Masonry between Slots, Strength Conversion Coefficient

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] GB/T50315-2000 Technical standard for site testing of masonry engineering, architecture & building press publishing, Beijing, China (2000), in chinese.

Google Scholar

[2] GB/T50315-2011 Technical standard for site testing of masonry engineering, architecture & building press publishing, Beijing, China (2011) , in chinese.

Google Scholar

[3] Tao Zhang: submitted to Sichuan Building Science (2006) , in chinese.

Google Scholar

[4] Xiuyi Wang, Qinglin Wang, Wenxiu Lin: submitted to Journal of Xi'an University of Architecture and Technology(1997), in chinese.

Google Scholar

[5] Wenxiu Lin: submitted to Building Structure (1996), in chinese.

Google Scholar

[6] Zhichao Ding, Li Wang. submitted to Building Structure ( 2011), in chinese.

Google Scholar