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Structural Engineering Commons

Open Access. Powered by Scholars. Published by Universities.®

2009

Shake table test

Articles 1 - 2 of 2

Full-Text Articles in Structural Engineering

Coaxial Cable Sensors And Sensing Instrument For Crack Detection In Bridge Structures -- Phase I: Field Qualification/Validation Planning, Genda Chen, Fujian Tang, Zhi Zhou Nov 2009

Coaxial Cable Sensors And Sensing Instrument For Crack Detection In Bridge Structures -- Phase I: Field Qualification/Validation Planning, Genda Chen, Fujian Tang, Zhi Zhou

Civil, Architectural and Environmental Engineering Faculty Research & Creative Works

The objectives of this study are to pre-test analyze a decommissioned RC bridge that is selected in consultation with New York State Department of Transportation (NYSDOT), and design and plan the field tests of the bridge for the performance qualification and validation of distributed crack sensors and a fast Electrical Time Domain Reflectometry (ETDR) instrument to their full potential. The scope of work includes: (a) Selection of a decommissioned bridge, (b) Pre-test analysis of the select bridge structure to evaluate its progressive damage and determine the locations for sensor deployment, (c) Design and planning of field tests of the select …


Structural Assessment Of Highway "N" Power Substation Under Earthquake Loads, Genda Chen, Dongming Yan, Zuocai Wang, Seth Justin, J. David Rogers, Kazi Rezaul Karim Oct 2009

Structural Assessment Of Highway "N" Power Substation Under Earthquake Loads, Genda Chen, Dongming Yan, Zuocai Wang, Seth Justin, J. David Rogers, Kazi Rezaul Karim

Civil, Architectural and Environmental Engineering Faculty Research & Creative Works

In this study, the Highway N Substation was analyzed with a finite element model (FEM) for its vulnerability. The 'rigid' bus and electric switch components were characterized with full scale shake table tests. Each component of the substation was carefully modeled with due considerations of mass density, stiffness and geometries. Based on the FEM, modal analysis was conducted to identify the natural frequencies of the structure along with their corresponding mass participation factors. In response spectrum and time history analyses, the dynamic responses of main components, such as 'rigid' buses and switches, were evaluated. The magnitude and location of the …