دانلود رایگان مقاله انگلیسی تکنیک های سنتی برای بازسازی و حفاظت از سازه های خاکی تاریخی - تیلور و فرانسیس 2018

عنوان فارسی
تکنیک های سنتی برای بازسازی و حفاظت از سازه های خاکی تاریخی: پروژه مقاوم سازی لرزه ای
عنوان انگلیسی
Traditional techniques for the rehabilitation and protection of historic earthen structures: The seismic retrofitting project
صفحات مقاله فارسی
0
صفحات مقاله انگلیسی
19
سال انتشار
2018
نشریه
تیلور و فرانسیس
فرمت مقاله انگلیسی
PDF
نوع مقاله
ISI
پایگاه
اسکوپوس
کد محصول
E9494
رشته های مرتبط با این مقاله
مهندسی عمران
گرایش های مرتبط با این مقاله
سازه، زلزله
مجله
مجله بین المللی میراث معماری - International Journal of Architectural Heritage
دانشگاه
ISISE - Department of Civil Engineering - University of Minho - Guimarães - Portugal
کلمات کلیدی
سازه های تاریخی خاکی؛ آزمایش در محل؛ تحلیل غیر خطی pushover؛ آسیب پذیری لرزه ای؛ ارزیابی ساختاری؛ تکنیک های تقویت سنتی
doi یا شناسه دیجیتال
https://doi.org/10.1080/15583058.2018.1497232
چکیده

ABSTRACT


Historic earthen structures are a significant portion of the built heritage worldwide and are associated with intangible building techniques, wide material availability and low-cost construction. Nonetheless, dueto their low mechanical properties and, often poor connections, historic earthen structures are susceptible to early structural damage, and even collapse in areas of high seismic hazard. Inaddition, the lack of maintenance can further reduce structural performance and durability. The Getty Conservation Institute (GCI)’s Seismic Retrofitting Project (SRP) aims to research, designand test low-tech retrofitting techniques, as well as to implement maintenance programs, enhancing the performance of historicearthen buildings in seismic areas where the most advanced equipment, structural skills and materials are not easily available. Results: Accounting for recommendations from national building codes, conservation principles and local practices, the complete design, assessment and implementation of strengthening for twoprototype buildings in Peru, involved in the SRP, are discussed; the Church of Kuño Tambo and Ica Cathedral. Conclusions: Theretrofitted structures, complied with performance criteria and seismic local demands, with sufficient safety and acceptable levels of repairable damage.

نتیجه گیری

Conclusions


Historic earthen structures are a significant portion of the built heritage worldwide, with similarly identified structural characteristics and performance levels. In areas with high seismic hazard and in the absence of bracing and buttressing, these structures are usually characterized by structural discontinuities, low lateral capacity, and potent fragmentations in corner junctions. Given their low mechanical properties, usual lack of maintenance and structural alterations, historic earthen structures are bound to perform inadequately in strong earthquakes, in the absence of corrective measures.


Based on recommendations from national building codes, conservation principles and local practices, traditional strengthening techniques can improve the integrity of earthen structures, increase the out-ofplane capacity and redistribute seismic loads between transversal and longitudinal walls, ensuring the so called “integral behaviour”. Commonly used, traditional strengthening techniques involve the use of buttresses, together with systems of timber strengthening elements, such as bond beams, anchors, corner keys, and tie beams.


Under the Seismic Retrofitting Project of the Getty Conservation Institute, extensive inspections, surveys, in-situ and laboratory testing, and nonlinear structural analyses of earthen historic structures assessed the current state revealing structural deficiencies. For two case studies, the Church of Kuño Tambo and Ica Cathedral, a complete design and assessment of the above-mentioned strengthening solutions have been carried out, and the project methodology and the resulting retrofitting techniques are currently being disseminated for local practitioners in Peru. The strengthening proposal was developed by a multidisciplinary team, involving national and international engineers, architects, and cultural heritage authorities. For the retrofitted structures, performance criteria and seismic local demands were met, with sufficient safety and acceptable levels of repairable damage. Furthermore, energy dissipation under lateral loading increased and a better redistribution of seismic loads between transverse and longitudinal walls was achieved.


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