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  • 學位論文

老舊加強磚造教室建築物耐震能力分析研究

A Study on the Seismic Assessment of Old School Buildings with Brick Wall

指導教授 : 林炳昌
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摘要


摘 要 台灣地區仍存在許多使用老舊規範所設計之結構物,例如以加強磚造結構為早期最常見的建物,在近年幾次大地震中,學校建築損壞都非常嚴重,其中以此類建築構造最多。但國內有關加強磚造建築物的文獻甚少,最主要的文獻則是建築技術規則【8】中相關的敘述,其原始設計缺乏詳實分析計算方法,常常僅依經驗設計。由於這些老舊學校結構多不能滿足現階段耐震規範要求,應予以進行適當之耐震評估及補強。 本文首先參考國內文獻探討磚牆結構的模擬方法,經分析及比較,提供一個較合理的模擬方法,以供工程界使用。再者,藉由內政部建築研究所於88年公佈耐震評估法「鋼筋混凝土建築物耐震能力評估法及推廣」【7】,分析四棟現存老舊加強磚造教室建築物耐震能力,分析及比較其耐震能力的影響因素,同時探討混凝土強度低落時,對此類建築物耐震能力之影響,以為後續補強研究之參考。

並列摘要


ABSTRACT There are still many buildings constructed with old regulations in Taiwan. The most common structures are the building with brick wall. For example, there are many school buildings built with this structure and they have suffered serious damages in recent earthquakes. However, there are only a few literatures on this subject. The most important of all is in the “Building Technique Regulations”. Owing to the lack of analyzable methods, these literatures usually design just with experience and not with detailed analysis and computation. The old school buildings often fail to satisfy seismic capacity, therefore we need to do seismic assessment and retrofit to this kind buildings. This paper starts with the review of literatures about the simulate method of brick wall. Through analyzing and comparing, it provides reasonable methods for engineering. Furthermore, by using the method of “the Seismic Capacity Assessment for RC Building” issued by Architecture & Building Research Institute, Minster of Interior in 1999, we research on seismic assessment of four old school buildings with brick wall. Moreover, we analyze the factors that may affect their seismic capacity and discuss the effects of low strength of concrete on seismic capacity.

參考文獻


7. 內政部建築研究所,「鋼筋混凝土建築物耐震能力評估法及推廣」,1999。
22. 蘇侯傑,「受損建築物耐震能力分析研究」,私立中原大學土木研究所碩士論文,林炳昌教授指導,2003。
17. 蔡益超,張英發,李慶豐,「含磚牆鋼筋混凝土建築物耐震能力評估」,內政部建築研究所籌備處專題研究計劃成果報告,1993。
9. Paulay, T. and Priestley, M.J.N., “Seismic Design of Reinforced Concrete and Masonry Buildings”, John Wilty & Sons Inc. 1992.
10. Seible, F., Hegemier, G.A., Igarashi, A., Kingsley, G.R., “Simulated Seismic Load Test on Full-Scale Five-Story Reinforced Masonry Building”, Journal of Structural Engineering, ASCE, Vol. 120, No. 3, pp. 903-924, March 1994.

被引用紀錄


何昱廷(2006)。磚牆建築物之非線性推覆分析及耐震能力探討〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu200600489
陳俞遠(2006)。磚造翼牆對建築物耐震能力之影響探討〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu200600061
林子堯(2004)。含RC牆建築物之耐震能力評估研究〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu200400740
蘇侯傑(2003)。修正ATC-40於受損建築物耐震能力分析研究〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu200300556
何象鏞(2007)。含牆鋼筋混凝土結構側推分析之研究〔博士論文,國立中央大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0031-0207200917343295

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