玻璃钢护套加固既有碾压混凝土结构的抗震研究

Karan Singhai, A. Prof
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摘要

长期以来,印度一直面临着许多灾难。在所有灾害中,地震是土木工程师非常关注的问题。由于结构在地震荷载下的倒塌,许多人失去了生命,因为这些建筑物不是为地震荷载而设计的。当建造更多的楼层时,问题变得更加严重。在这些建筑物中,如果对建筑物进行地震荷载分析,许多柱是不安全的。为了保证建筑的安全,需要采用FRP(纤维增强聚合物)护套技术。玻璃钢护套相对于其他改造要好,因为这种技术不需要对基础进行重大加固,也可以在不改变建筑物原有几何形状的情况下保持建筑物的原有功能。目前的研究是在STAAD规划的四层建筑上进行的。ProV8i,考虑m30水泥和Fe415钢筋。
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Seismic Strengthening of Existing RCC Structure by FRP Jacketing
India has been facing many disasters since long. Among the entire disasters earthquake is of serious concern to Civil Engineers. Because of collapse of structures subjected to seismic loads many lives were lost because these buildings were not designed for seismic loads. The problem becomes more serious when additional storeys are constructed. In these buildings many of the columns are not safe if the building is analyzed for seismic load. To make the building safe we need to adopt the technique of FRP (Fiber Reinforced Polymer) jacketing. The FRP Jacketing is comparatively better than other retrofitting because no major strengthening of foundation is required in this technique, also original function of the building can be maintained without any major change in the original geometry of the building. The present study is on a four storey building that has been planned in STAAD.ProV8i, considering M30 cement and Fe415 steel bars.
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