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51.
砖砌体墙片抗震修复与加固伪静力试验 总被引：12，自引：0，他引：12
对在各种压应力下的240标准砖墙片、试验之前及试验开裂以后用GFRP粘贴墙面和增加钢筋网砂浆面层方法加固的墙片，采用伪静力装置水平加载方法，检验加固的效果。试验证明了对于砂浆强度很低的砌体，GFRP加固能有效增强砌体抗震整体性，具有等效于提高砂浆强度的效果，要提高抗裂和极限承载力则GFRP的厚度应满足其抗拉能力大于砌体的抗剪能力。对于到达过极限承载力破坏后的墙片，GFRP加固能使得墙片基本恢复到原有的最大承载力。而钢筋网砂浆面层加固能有效提高砌体的抗震能力。 相似文献
52.
Abdelilah Dekayir Marc Amouric Juan Olives Claude Parron Abdelilah Nadiri Abdelkader Chergui M.Abdeljalil El Hajraoui 《Comptes Rendus Geoscience》2004,336(12):1061-1070
In Volubilis, Roman mosaics are very beautiful and reveal, from the bottom to the surface, three layers: (i) ‘hedgehog’ layer, (ii) coarse grain mortar layer (rudus + nucleus) and (iii) tesselatum. Mineralogical analysis of coarse grain mortar sampled in Flavius Germanus mosaic shows that it consisted of quartz and calcite, with some feldspar and probably mica and dolomite. Fine-grained mortar in tesselatum is made from a mixture of calcite and quartz only. Limestone tesserae (white, pink and brown) show petrographic facies that change from micritic to oolithic limestone. Conversely, black and brick red tesserae are respectively made of marble, red sandstone and from fire clay. Other colours as yellow, blue, green and grey are obtained from artificial glass with different chemical compositions. To cite this article: A. Dekayir et al., C. R. Geoscience 336 (2004). 相似文献
53.
Emília Juhsov Milan Hurk Zbigniew Zembaty 《Soil Dynamics and Earthquake Engineering》2002,22(9-12):1193-1197
The paper is devoted to the investigation of seismic response of the masonry structure and describes experiences with modelling of boundary conditions during the test of large heavy model on 6DOF shaking table. The main aim of the research was how to increase dynamic resistance capacity of old masonry buildings including the medium and strong seismic effects. The results of theoretical and numerical analyses are compared including initial forecasting calculations made before any test started. The emphasis is given to the boundary conditions reached during the excitation of the large masonry model via shaking table. Strengthening and retrofitting procedures and their effects are discussed when special fibre mortar is used for repair and strengthening of masonry parts of structure. 相似文献
54.
三维裂隙间距对砂浆材料力学特性的影响 总被引：1，自引：0，他引：1
采用刚性伺服试验机和声发射仪器,研究了预置三维裂隙间距对砂浆材料力学特性的影响,总结了含裂隙试件的破坏过程。综合分析单轴压缩应力-应变曲线和声发射数据可知,含三维裂隙试件的破坏主要由预置裂隙扩展、贯通造成,破坏过程可以分为微裂纹萌生、预置裂隙起裂、扩展、贯通几个基本阶段,试件最终破坏型式为单斜面剪切破坏。裂隙间距d与椭圆形裂隙长轴2c之比(d/2c)在0～1范围内,随着d/2c值增大,试件起裂应力σi和峰值强度σp有降低的趋势。当d/2c值从1/3增至2/3时,σi和σp发生突降,可见此范围为影响强度的敏感区间。d/2c值为1的试件σi和σp最低,相对完整(无预置裂隙)试件分别降低了22.48%和18.60%。裂隙间距不同的试件σi和σp之比变化范围为83.1%～78.9%,且随d/2c值增大,σi/σp有下降趋势。可见裂隙间距越大,从起裂应力到峰值应力的承载空间越大,这对工程实践有一定参考价值。 相似文献