• 沒有找到結果。

未來研究方向

在文檔中 國家地震工程研究中心 (頁 176-180)

第五章 數值模擬分析

6.2 未來研究方向

本文以臺灣核能電廠單盤體機櫃進行振動台試驗,並為進行單盤體機 櫃模型分析,但核能電廠機櫃大多為多盤體機櫃,於未來可朝多盤體電氣 盤體進行分析並探討。

171

由實驗可以發現,內含抽屜型式之機櫃其動態反應較不規律性,其因 為抽屜右上部跟左下部為由卡榫跟機櫃本身作結合,但每個卡榫間之細縫 大小不一,導致抽屜於受震時,其反應較不規律,故內含抽屜之機櫃於進 行實驗時,建議卡準部分須完全固定住,以降低含抽屜機櫃反應的不確定 性。實驗後,須再進行一次白噪音試驗,了解機櫃受震後之基本結構頻率 是否與實驗前差異甚多。

由於 MCC 電氣盤體部分構件為螺栓連接,自然頻率易隨輸入波強度及不 同輸入波而有所變化。本數值模型構件材料特性採用線彈性部分,較難準 確模擬出上述電氣盤體動力反應特性,於未來研究方面,建議可採用具非 線性數值模擬進行分析,以提升盤內反應譜模擬結果之準確性。而本數值 模擬機櫃之內含抽屜型式,未能模擬出抽屜型式之動態反應,故未來研究 方面仍可朝這方面進行探討。

172

參考文獻

[1] Min Kyu Kim , In-Kil Choi , Jeong-Moon Seo ,Nuclear Engineering and Design, Nuclear Engineering and Design 341-355,2012.

[2] NURGE/CR-5203, Dynamic Amplification of Electrical Cabinets. U.S.

National Technical Information Service, June 1988.

[3] U.S. Department of Energy, DOE/EH-0545, Seismic evaluation procedure for equipment in U.S. Department of Energy facilities, U.S. Department of Energy, USA, March 1997.

[4] EPRI Report NP-7148, Procedure for Evaluating Nuclear Power Plant Relay Seismic Functionality, Electric Power Research Institute, Palo Alto,

California, prepared by MPR Associates,Inc.,1990.

[5] EPRI Report NP-7146-SL,Development of In-Cabinet Amplified Response Spectra for Electrical Benchboards and Panels, Electric Power Research Institute, Palo Alto, California, prepared by Stevenson

&Associates,Inc.,1990.

[6] K.L. Merz and P. Ibanez, Guidelines for estimation of cabinet dynamic amplification, ANCO Engineers, Inc., Nuclear Engineering and Design vol.

123, p.p. 247-255, North-Holland, 1990.

[7] T. Y. Chang, Seismic qualification of equipment in operating nuclear power plants, USNRE, NUREG-1030, 1985.

[8] Shi Z.T., A simplified approach to generate in-cabinet amplified response spectrum , Raytheon Engineers and Constructors, Transactions of the 14th International Conference on Structural Mechanics in Reactor Technology (SMiRT 14), Lyon, France, August 17-22, 1997.

[9] Abhinav Gupta, S.K. Rustogi, Ajaya K. Gupta, Ritz vector approach for evaluating incabinet response spectra, Center for Nuclear Power Plant Structures, Equipment and Piping, North Carolina State University, Nuclear Engineering and Design vol. 190, p.p. 255–272, 1999.

[10] Jianfeng Yang, Abhinav Gupta, INCABS: A Computer Program for

173

Evaluating Incabinet Spectra, Transactions, SMiRT 16, Washington DC, August, 2001.

[11] IEEE Std. 344™-2004, IEEE Recommended Practice for Seismic Qualification of Class 1E Equipment for Nuclear Power Generating Stations, IEEE-SA Standards Board, 2004.

[12] AC156, Acceptance Criteria for Seismic Qualification by Shake-table Testing of Nonstructural Components and Systems, ICC Evaluation Service inc., 2007.

[13] GR-63-CORE, Network Equipment Building System (NEBS) Requirements:

Physical Protection, Issue2, April 2002.

[14] IEEE Std. 693™, IEEE Recommended Practice for Seismic Design of Substations, IEEE-SA Standards Board, 2005.

[15] Taiwan power Company, 1998. Lungmen project fourth nuclear power plant units 1&2, Seismic Analysis of the Reactor Buildings, appendix AD:

Enveloped Floor Acceleration Response Spectra for OBE, Taiwan: Taiwan power Company.

[16] 中國國家標準(CNS)總號2112類別G2014,”金屬材料拉伸試驗試片”,

經濟部標準檢驗局,2000.

[17] 柴駿甫、林凡茹,「非結構耐震性能修復與試驗準則之研究」,台北,

國家地震工程研究中心報告,編號NCREE-10-006,2010

[18] 柴駿甫、林凡茹、賴姿妤、林震宇、周佩芳、黃振綱,「核能電廠-電 氣盤體振動台實驗研究」,國家地震工程研究中心報告,編號

NCERR-12-006,2012

[19] 柴駿甫、賴姿妤、林凡茹、周佩芳、陳明毅,「大型安全相關核能設備 縮尺試驗驗證分析報告」,科發基金補助計畫成果報告,2012

[20] 聯邦工程顧問股份有限公司,李森枏,「SAP2000入門與工程上之應 用」,台北,科技圖書公司,2002

[21] 聯邦工程顧問股份有限公司,李森枏,「SAP2000結構設計實務 (V8&V9)」,台北,科技圖書公司,2005

174

[22] 中國建築標準設計研究院,「SAP2000中文版使用指南」,北京,金土 木軟件技術有限公司,2006

在文檔中 國家地震工程研究中心 (頁 176-180)

相關文件