Abstract

The shake table test is one of the preferred techniques used to understand the dynamic response of a structure. However, due to the limited number of facilities available to perform such tests and their expensiveness, researchers often must rely on numerical models validated with the results of the static tests only. Moreover, most research papers concerning shake table tests lack details on how the tests were planned and executed. This paper explains the steps used for the preparation and execution of shake table tests on three reduced-scale buildings. These buildings were constructed outside the shake table surface, on a metallic base frame, and later moved to the shake table used for the tests in order to optimize the time of the experimental campaign. This approach enabled us to complete the tests in only 6 days. The approach presented in this paper may be helpful to researchers who want to increase the effectiveness of the available shake table facility and overcome the limitations of time and budget. Moreover, the solution presented in this article helps in the displacement of specimens without the use of a crane or other sophisticated hydraulic machinery. Thus, it could also be useful for testing specimens that have been aged and that are sensitive to displacements.

Highlights

  • Numerical models are a cost-efficient and convenient tool for the determination of the dynamic behavior of a structure

  • This paper presents method regarding the setup of the shake table test for three building models built simulataneously detailed and method the the setup of the shake table test testing for three models laterregarding moved onto shake table for dynamic as building part of Ph.D

  • Details of the experimental preparation and setup for shake table tests are presented in this paper

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Summary

Introduction

Numerical models are a cost-efficient and convenient tool for the determination of the dynamic behavior of a structure They require proper validation supported by experimental results. The numerical models that have been validated with the help of experimental test results at the wall structural level are important to understanding the in-plane behavior of a structure [3–6]. The numerical model is helpful for performing vulnerability risk assessments by comparing the same structural systems under two or more different sets of seismic site conditions [14] All these numerical models are reliable tools for studying the vulnerability and fragility of structures provided that the models are validated using proper experimental test results. A 1:3 reduced-scale stone masonry model, weighing more than 6 tons, was directly built on the shake table [25]

Need for and Scope of Work
Wooden Platform
Building Displacement Sequence
Conclusions and Recommendation
Full Text
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