在用钢筋混凝土建筑隔震加固。意大利拉奎拉的三个案例研究

M. Castellano, R. Vetturini
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摘要

抗震隔离(SI)对于新建筑的优势是众所周知的:它不仅可以避免在强烈地震下结构和非结构元件的损坏,而且还可以保持建筑的功能。这要归功于上部结构(即隔震层上方的部分结构)的加速度和层间漂移的显著减小。SI为现有建筑的抗震改造提供了额外的优势。主要优点是工程可以限制在一层(通常是地下室,加上基础),而不需要对上层建筑进行任何加固。因此,该建筑可以在改造工程期间使用。改造后的建筑物的安全性大大提高。在同一地点,达到与新建筑完全相同的安全水平是可能的,但它需要在上层建筑中进行一些加强,因此通常是避免的,以保持建筑在工程期间的功能。值得注意的是,对于隔震系统,其安全性与新建建筑相同。本文详细介绍了建于20世纪80年代的框架钢筋混凝土建筑的三个案例,这些建筑现在正在进行隔震改造,这可以代表许多其他建筑。在2009年拉奎拉地震中,这些住宅建筑仅受到轻微破坏,并立即修复,但其抗震性能没有任何改善。现在进行的改造设计是为了应对比2009年地震更强烈的地震。尽管建筑物位于同一区域(生命安全极限状态地震ag=0.261g);ag=0.334g为倒塌极限状态地震,用于设计隔震体系),设计谱因土的类型不同而不同。隔离器插入地下室或车库所在的一楼,因此不会影响公寓。三栋建筑的安全水平高于同址新建建筑安全水平的70%以上,而改造前的安全水平低于16%
本文章由计算机程序翻译,如有差异,请以英文原文为准。
SEISMIC RETROFIT OF R.C. BUILDINGS IN USE THROUGH SEISMIC ISOLATION. THREE CASE STUDIES IN L'AQUILA, ITALY
Seismic isolation (SI) advantages for new buildings are well known: not only it allows to avoid damage of both structural and non structural elements under strong earthquake, but it mantains building functionality as well. This is possible thanks to strong reduction of accelerations and interstorey drift in the superstructure, i.e. the part of structure above the isolation layer. SI offers additional advantages for seismic retrofit of existing buildings. The main advantage is that the works can be limited at one floor (usually the basement, plus the foundation), without any strenghtening on the superstructure. Consequently, the building can be used during the retrofit works. The safety of the retrofitted building increases significantly. Reaching exactly the same safety level of a new building in the same site would be possible, but it would need some strenghtening in the superstructure, and thus is usually avoided in order to keep the building in function during the works. It is worth noting that for the seismic isolation system, the safety is the same than for a new building. The paper presents in detail three case studies of framed r.c. buildings built in the 1980s and now under retrofit with seismic isolation, that could be representative of many other buildings. During 2009 L'Aquila earthquake, those residential buildings were only slightly damaged, and immediately repaired but without any improvement of their seismic performance. Now the retrofit design is carried out for an earthquake stronger than the 2009 earthquake. Despite the buildings are in the same area (ag=0.261g for the Life Safety Limit State earthquake; ag=0.334g for the Collapse Limit State earthquake, used to design the seismic isolation system), the design spectrum is different because of different type of soil. The isolators are inserted in the basement or in the ground floor that host the garages, thus without affecting the apartments. The safety level reached in the three buildings was higher than 70% of that of new buildings in the same site, while before retrofit it was lower than 16%
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