Analysis on Reinforcement and Design of a Historic Building Retrofitting Project

Ming Liu; Xin Hai Fan; Lin Liu

doi:10.4028/www.scientific.net/AMR.671-674.622

Paper Titles

The Research about the Method of Establishing the Model of Limited Unit about the Push-Extend Multi-under-Reamed Pile
p.602

A Steel Headframe Structure before and after the Comparison and Analysis of the Performance of Process Modification
p.606

Analysis and Test for the Space Different Thickness Film Structure in Still Air
p.611

Analysis of Cracking Moment and Immediate Deflection in FRP Rebars Reinforced Concrete Beams
p.618

Analysis on Reinforcement and Design of a Historic Building Retrofitting Project
p.622

Axial Compressive Behavior of High- and Ultra High-Strength Concrete-Filled AFRP Tubes
p.626

Calculation Methods for Flexural Capacity of Normal Section of Concrete Beams Strengthened with Prestressed CFRP Plates
p.632

Capacity Calculation on Reinforced Concrete Beams Strengthened by Externally Prestressed Transverse Tensioning Method
p.636

Comparative Analysis of Traditional Braced Wall System and Retaining Wall System with Pre-Stressed Wale and Square Pipe Struts
p.642

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Analysis on Reinforcement and Design of a Historic...

Analysis on Reinforcement and Design of a Historic Building Retrofitting Project

Abstract:

Retrofitting and reinforcement project of a historic hotel building are introduced in article. The method of increasing new concrete frame structure in original structure interior and the original exterior wall considered as a retaining structure was adopted in the retrofitting and reinforcement project. The structure subjecting to the force was clear and the reinforcement construction process was relatively simple after the retrofitting and reinforcement. Design and construction of the structure strengthened are according to the existing code completely and can ensure the safety and the seismic performance of the structure.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

622-625

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.622

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Online since:

March 2013

Authors:

Ming Liu, Xin Hai Fan, Lin Liu

Keywords:

Historic Building, Inner Frame, Planting Bar, Reinforcement, Retrofitting

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References

[1] Historical Constructions, P.B. Lourenço, P. Roca (Eds. ), Guimarães, 2001, pp.1013-1020.

Google Scholar

[2] P. Georgakopoulos, P. Koklanos. Design, Detailing, and Architectural Impacts of Fiber Reinforced Polymers (FRP) and Geotextile Fabrics in the Blast Mitigation of Unreinforced MasonryWalls in Historic Buildings. Structures Congress 2012. pp.358-369.

DOI: 10.1061/9780784412367.032

Google Scholar

[3] China , 2011. Code for design of masonry structures(GB50003-2011).

Google Scholar

[4] China , 2011. Code for design of strengthening masonry structures(GB50702-2011).

Google Scholar

[5] T. Matsuo, K. Tanaka, Mechanism of Efflorescence on Historical Brick Buildings Reinforced with Concrete Wall, Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, 2003, pp.925-926.

Google Scholar

[6] LIU Fujun ZHU Yuhua MA Xiaohui. Finite Element Analysis for Seismic Performances of Unreinforced Masonry Walls Strengthened with Inside Structural Column. Structural Engineers, 2011, 27(3): 62-66(in chinese).

Google Scholar