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（武夷學(xué)院土木工程與建筑學(xué)院，武夷山 354300）

［摘要］提出了配筋混凝土砌塊砌體結(jié)構(gòu)抗震性能試驗(yàn)?zāi)Ｐ偷脑O(shè)計(jì)方法，分析了配重對(duì)相似關(guān)系的影響，根據(jù)相似比計(jì)算，確定模型和原型的相似關(guān)系，依據(jù)動(dòng)力相似性原理將原型按1∶4縮尺比進(jìn)行縮小，設(shè)計(jì)了一個(gè)5層的配筋混凝土砌塊砌體結(jié)構(gòu)。通過(guò)振動(dòng)臺(tái)模擬試驗(yàn)，確定原型與模型的相似關(guān)系、模型的配重方案設(shè)計(jì)、繪制模型的建筑圖和結(jié)構(gòu)圖，為配筋混凝土砌塊砌體結(jié)構(gòu)抗震性能的研究奠定基礎(chǔ)。

［關(guān)鍵詞］配筋混凝土砌塊砌體結(jié)構(gòu); 模型設(shè)計(jì); 抗震性能; 試驗(yàn)

中圖分類號(hào)：TU398.2       文獻(xiàn)標(biāo)識(shí)碼：A       文章編號(hào)：1002-848X(2014)15-0099-03

Model design of seismic test on reinforced concrete block masonry structure

Gu Yanling,  Sun Jiaguo

 (College of Civil Engineering and Architecture, Wuyi University, Wuyishan 354300, China)

Abstract: The design method of the seismic performance test model of reinforced concrete block masonry structure was proposed. The effect of the counter weight on similarity relation was analyzed. The similarity relationship of the model and prototype was determined according to the similarity ratio calculation. The prototype structure was reduced in scale ratio of 1∶4 according to dynamic similarity principle and a 5-layer test model of reinforced concrete block masonry structure was designed. Through the shaking table simulating test, the similarity relationship of the model and prototype was determined and the project was designed considering the weight. The construction drawing and structure drawing of model were made as well. Research foundation was built for the seismic performance of reinforced concrete block masonry structure.

Keywords: reinforced concrete block masonry structure; model design; seismic performance; test

*福建省教育廳科技項(xiàng)目（JK2011057）。

作者簡(jiǎn)介：谷艷玲，碩士，教授，Email:sunjiaguo1968@163.com。

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