2012
DOI: 10.1109/tpwrd.2011.2181428
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Estimation of Required Slack for Conductors Connecting Substation Equipment Subjected to Earthquake

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Cited by 13 publications
(4 citation statements)
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“…C v is the damping matrix based on the stiffness‐proportional damping coefficient β : CV=βKV Since the first mode dominated the response of the post equipment, the post insulator was normally idealized as a single degree of freedom (SODF) oscillator 17,18 with characters of effective mass m p , stiffness k p , damping c p , and mode participant factor γ p . Alternatively, the characters of the idealized post insulator could be expressed in a more convenient way by using the natural frequency f p and damping ratio ξ p : mp=kp/()2πfp cp=2mp()2πfpξp Since the post insulator could be idealized as a cantilever beam with the same profile along its height, γ p was set at 1.56.…”
Section: Parametric Analysis Of the Seismic Response Of An Interconnementioning
confidence: 99%
See 1 more Smart Citation
“…C v is the damping matrix based on the stiffness‐proportional damping coefficient β : CV=βKV Since the first mode dominated the response of the post equipment, the post insulator was normally idealized as a single degree of freedom (SODF) oscillator 17,18 with characters of effective mass m p , stiffness k p , damping c p , and mode participant factor γ p . Alternatively, the characters of the idealized post insulator could be expressed in a more convenient way by using the natural frequency f p and damping ratio ξ p : mp=kp/()2πfp cp=2mp()2πfpξp Since the post insulator could be idealized as a cantilever beam with the same profile along its height, γ p was set at 1.56.…”
Section: Parametric Analysis Of the Seismic Response Of An Interconnementioning
confidence: 99%
“…The coupling effect between electrical equipment with different dynamic properties tends to amplify the seismic response of the higher‐frequency item 15 . Therefore, there should be sufficient slack in flexible conductors, and an additional static load is proposed for the design of stand‐alone post equipment 16,17 …”
Section: Introductionmentioning
confidence: 99%
“…Kiureghian et al analyzed the seismic performance of the equipment coupled with seismic forces by establishing a theoretical model [17]. In 2012, Kara Mohammadi et al analyzed several common forms of soft bus connecting substation equipment and the influence of different parameters on the interaction forces between equipment [18]. Li et al used the rod element large deformation finite element method to discuss the influence of wires on the seismic performance of electric porcelain type electrical equipment and the interaction between electrical equipment connected by wires.…”
Section: Introductionmentioning
confidence: 99%
“…Predominant failure modes include bushing root fracture and equipment dislocation at flange joints due to flange cement failure. An additional mode of earthquake damage reflects tensile stresses affecting interconnecting cables [12][13][14][15]. Figure 1 depicts typical seismic loading-induced equipment damage: the upper component is a porcelain insulator and the lower one is a frame.…”
Section: Introductionmentioning
confidence: 99%