TY - JOUR
T1 - Seismic Response of Transformer-Bushing Systems
AU - Ersoy, Selahattin
AU - Saadeghvaziri, M. Ala
N1 - Funding Information:
Manuscript received December 9, 2002. This work was supported by Earthquake Engineering Research Centers Program of the National Science Foundation under Award Number EEC-9701471 to the Multidisciplinary Center for Earthquake Engineering Research. S. Ersoy is with Greenman-Pedersen, Inc., Babylon, NY 11703 USA (e-mail: [email protected]). M. A. Saadeghvaziri is with the Department of Civil and Environmental Engineering, New Jersey Institute of Technology, Newark, NJ 07102-1982 USA. Digital Object Identifier 10.1109/TPWRD.2003.820215
PY - 2004/1
Y1 - 2004/1
N2 - Substations are critical components in a power system. Performance of substations during past earthquakes has not been satisfactory and many key components such as transformers and porcelain bushings have sustained significant damage. Recently, several research investigations have been conducted to better evaluate, assess, and qualify seismic performance of critical substation components with emphasis on transformers and porcelain bushings. These studies include both analytical and experimental research. These works have revealed that understanding the seismic interactions among key equipments of a substation (transformers, porcelain bushings, foundation, and interconnecting elements) is critical to proper assessment of seismic performance of substations and in qualification of equipment. Due to weight limitations, shaking table tests of transformers are not feasible. Finite-element analysis, however, provides a suitable platform to assess their seismic performance and to evaluate their effect on the response of other important components such as bushings. This paper will present development of finite-element models and will discuss dynamic time history analyses results for several transformer-bushings systems.
AB - Substations are critical components in a power system. Performance of substations during past earthquakes has not been satisfactory and many key components such as transformers and porcelain bushings have sustained significant damage. Recently, several research investigations have been conducted to better evaluate, assess, and qualify seismic performance of critical substation components with emphasis on transformers and porcelain bushings. These studies include both analytical and experimental research. These works have revealed that understanding the seismic interactions among key equipments of a substation (transformers, porcelain bushings, foundation, and interconnecting elements) is critical to proper assessment of seismic performance of substations and in qualification of equipment. Due to weight limitations, shaking table tests of transformers are not feasible. Finite-element analysis, however, provides a suitable platform to assess their seismic performance and to evaluate their effect on the response of other important components such as bushings. This paper will present development of finite-element models and will discuss dynamic time history analyses results for several transformer-bushings systems.
KW - Bushings
KW - Seismic interaction
KW - Seismic response
KW - Transformers
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U2 - 10.1109/TPWRD.2003.820215
DO - 10.1109/TPWRD.2003.820215
M3 - Article
AN - SCOPUS:0347968153
SN - 0885-8977
VL - 19
SP - 131
EP - 137
JO - IEEE Transactions on Power Delivery
JF - IEEE Transactions on Power Delivery
IS - 1
ER -