Substructure Pseudo-Dynamic Testing of a Full-Scale Confined Masonry Building

Xiao Jing Tan; Bin Wu

doi:10.4028/www.scientific.net/AMR.250-253.2566

Paper Titles

Identification of Near-Field Pulse-Like Ground Motions Recorded at Bajiao Station during the Mainshock of the Great Wenchuan Earthquake
p.2546

Directivity Effect in the Peak Ground Acceleration Fields and Attenuation Relations - A Case Study of the Ms 8.0 Wenchuan Earthquake
p.2554

Study on a Simple Self-Resetting Sliding Isolation
p.2558

Comparative Study on Fracture Behavior of the Reinforced Jointed Rock
p.2562

Substructure Pseudo-Dynamic Testing of a Full-Scale Confined Masonry Building
p.2566

Calculation Method of the Initial Strains of Cables in Pretensioning Construction of Prestressed Space Reticulated Structures
p.2571

Practical Method for the Pile Composite Ground under Flexible Foundation Based on Super-Substructure Interaction
p.2575

Regression Analysis of Observed Foundation Settlement by Modified Logistic Growth Model
p.2583

Stability Analysis of Slope with Arbitrary Sliding Surface on Multi Strata Using Minimum Potential Energy Principle
p.2588

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253Substructure Pseudo-Dynamic Testing of a...

Substructure Pseudo-Dynamic Testing of a Full-Scale Confined Masonry Building

Abstract:

The seismic behavior of a single-story ten-bay confined masonry structure was investigated using substructure pseudo-dynamic tests. Only one bay of the prototype was regarded as the test model and the remainder was regarded as numerical model. The test results show that the test model withstood, with slight damage, strong earthquakes with peak ground acceleration of 1600 gal. It is found that prototypes of the tested type exhibited satisfactory seismic performance. Hence, the confinement can be reduced if the budget of the building is limited.

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Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

2566-2570

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.2566

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Online since:

May 2011

Authors:

Xiao Jing Tan, Bin Wu

Keywords:

Bond Beam, Confined Masonry Building, Full-Scale Model, Seismic Behavior, Substructure Pseudo-Dynamic Test, Tie Column

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