歷史建築物具開口部磚牆面內水平加載實驗及牆體耐力計算

Experimental Investigation and Resistant Capacity Evaluation of URM Wall with Opening under In-Plane Loading

陳拓男(To-Nan Chen)；張嘉祥(Ja-Shian Chang)；黃漢翔(Han-Hsiang Huang)

砌體造 ； 磚牆 ； 面內力 ； 歷史建築 ； 開口部 ； Masonry ； Brick Wall ； In-plane Loading ； Historic Building ； Opening

建築學報

86期（2013 / 12 / 01）

51 - 69

繁體中文

磚砌牆體在很多古蹟及歷史建築為抵抗地震最重要之元素，然而為配合空間功能需要，牆體一般會有門窗開口。為探討具開口部磚砌牆體在水平面內力作用下之結構行為，本文製做5道磚牆試體，試體之灰漿填加石灰，用以模擬歷史建築磚牆。實驗結果顯示牆體之主要破壞模式包括牆體對角角隅區域之斜向裂縫，以及相鄰開口間壁體之上、下端部之水平裂縫。根據此破壞模式，本文進一步提出具開口部牆體面內水平耐力之估算方式，此耐力估算經與四道試體之極限加載比較，其差值平均在4%以內。另本文之牆體耐力估算方式並實際應用於國定古蹟原台南地方法院第一法庭，評估結果較目前修復保存業界常用之方法更能解釋現況損壞。

In Taiwan, the wall is the most important element that provides the earthquake resistance for the many historic buildings. However, due to the necessary of the function of the space, the masonry wall usually have many window or door openings. The main purpose of this paper is to investigate the structural performance of URM wall with opening. In this study, five brick wall specimens were manufactured and tested under in-plane loading. The slime is added in the mortar to simulate the wall of historic building. From the test, it can be observed that the main damage modes of the wall with opening includes the oblique crack in the diagonal corner area and the horizontal crack on the top and bottom of the piers between two openings. Basing on the failure mode observed from the experiment, a procedure for evaluating the ultimate strength of URM wall with opening is developed in this study. After comparing the evaluated ultimate strength with the experiment result, average differential value of ultimate wall strength is less than 4%. Besides, this procedure is applied to assess the seismic capacity of the first courtroom of the Prime Tainan District Court which is a National Historic Site in Tainan. The evaluated result shows that it can illustrate the actual damage of the building more reasonably than the method usually adopted in the engineering practice of historic building conservation. No more than 250 words.

1. 陳拓男、張嘉祥(2009)。磚牆在面內水平加載下之位移推估及其耐震評估應用。建築學報增刊（技術專刊），68，15-34。
   連結：
2. 陳拓男、張嘉祥、林耀宗(2011)。石灰砂漿砌磚牆體面內加載實驗及水平耐力估算。建築學報，78，39-61。
   連結：
3. 內政部營建署（2011）。建築物耐震設計規範及解說。台北市：內政部。Construction and Planning Agency, Ministry of the Interior (2011). Seismic Design Specifications and Commentary of Buildings. Taipei: Ministry of the Interior。
4. Balasubramanian, S. R.,Balaji Rao, K.,Basu, D.,Anoop, M. B.,Vaidyanathan, C. V.(2011).An improved method for estimation of elastic lateral stiffness of brick masonry shear walls with openings.Journal of Civil Engineering,15(2),281-293.
5. Bosiljkov, V.,Page, A.W.,Bokan-Bosiljkov, V.,Žarnić, R.(2010).Evaluation of the seismic performance of brick masonry walls.Review Paper, Progress in Structural Engineering and Material:Structural Masonry, Structural Control Health Monitoring,17(1),100-118.
6. Calderini, C.,Cattari, S.,Lagomarsino, S.(2009).In-plane strength of unreinforced masonry piers.Earthquake Engineering and Structural Dynamics,38(2),243-267.
7. Chen, S. Y.,Moon, F. L.,Yi, T.(2008).A macroelement for the nonlinear analysis of in-plane unreinforced masonry piers.Engineering Structures,30(8),2242-2252.
8. Foraboschi, P.(2009).Coupling effect between masonry spandrels and piers.Materials and Structures,42,279-300.
9. Formica, G.,Sansalone, V.,Casciaro, R.(2002).A mixed solution strategy for the nonlinear analysis of brick masonry walls.Computer Methods in Applied Mechanics and Engineering,191(51-52),5847-5876.
10. Pandey, B. H.,Meguro, K.(2004).Simulation of brick masonry wall behavior under in-plane lateral loading using applied element method.Proceedings of 13th World Conference on Earthquake Engineering,Vancouver, CA:
11. Rai, D. C.,Goel, S. C.(2007).Seismic strengthening of rocking-critical masonry piers.Journal of Structural Engineering,133(10),1445-1452.
12. Van Zijl, G. P. A. G.(2004).Modeling masonry shear-compression: Role of Dilatancy highlighted.Journal of Engineering Mechanics,130(11),1289-1296.
13. Vermeltfoort, A. T.,Raijmakers, T. M. J.,Janssen, H. J. M.(1993).Shear tests on masonry walls.Proceeding of the 6th North American Masonry Conference,Lancaster, UK:
14. 高小旺、王金妹、王菁(1993)。典型磚砌體房屋震害預測方法。建築結構，7，3-7+41。
15. 陳拓男(2010)。台南市=Tainan，國立成功大學建築系=Department of Architecture, National Cheng Kung University。
16. 臧沛英(1996)。多層磚砌體房屋水平剪力分析。建築結構，5，17-20。
17. 劉宜佩(2002)。台南市=Tainan，國立成功大學建築系=Department of Architecture, National Cheng Kung University。

1. 陳拓男、張嘉祥、林裕鈞(2014)。磚造古蹟歷史建築耐震評估方法。文化資產保存學刊，28，7-35。