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مقاله انگلیسی رایگان در مورد تکنیک های بازسازی و حفاظت از سازه های خاکی تاریخی – تیلور و فرانسیس ۲۰۱۸

 

مشخصات مقاله
ترجمه عنوان مقاله تکنیک های سنتی برای بازسازی و حفاظت از سازه های خاکی تاریخی: پروژه مقاوم سازی لرزه ای
عنوان انگلیسی مقاله Traditional techniques for the rehabilitation and protection of historic earthen structures: The seismic retrofitting project
انتشار مقاله سال ۲۰۱۸
تعداد صفحات مقاله انگلیسی ۱۹ صفحه
هزینه دانلود مقاله انگلیسی رایگان میباشد.
پایگاه داده نشریه تیلور و فرانسیس
مقاله بیس این مقاله بیس نمیباشد
نمایه (index) scopus – master journals – JCR
نوع مقاله ISI
فرمت مقاله انگلیسی  PDF
ایمپکت فاکتور(IF)
۱٫۳۴۵ در سال ۲۰۱۷
شاخص H_index ۲۲ در سال ۲۰۱۸
شاخص SJR ۰٫۷۴۴ در سال ۲۰۱۸
رشته های مرتبط مهندسی عمران
گرایش های مرتبط سازه، زلزله
نوع ارائه مقاله
ژورنال
مجله / کنفرانس مجله بین المللی میراث معماری – International Journal of Architectural Heritage
دانشگاه ISISE – Department of Civil Engineering – University of Minho – Portugal
کلمات کلیدی سازه های تاریخی خاکی؛ آزمایش در محل؛ تحلیل غیر خطی pushover؛ آسیب پذیری لرزه ای؛ ارزیابی ساختاری؛ تکنیک های تقویت سنتی
کلمات کلیدی انگلیسی Earthen historic structures; in-situ testing; nonlinear pushover analysis; seismic vulnerability; structural assessment; traditional strengthening techniques
شناسه دیجیتال – doi
https://doi.org/10.1080/15583058.2018.1497232
کد محصول E9494
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فهرست مطالب مقاله:
Abstract
Introduction
Seismic hazard in Peru and South America
Seismic vulnerability of earthen historic structures
Assessment under current conditions
Traditional strengthening techniques
Assessment under strengthening
Ica Cathedral
Conclusion
References

 

بخشی از متن مقاله:
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.

Introduction

The Seismic Retrofitting Project (SRP) is an ongoing project of the Getty Conservation Institute (GCI), part of the Earthen Architecture Initiative (EAI), which involves the collaboration of several partners and organizations, including the Ministerio de Cultura del Perú, the Escuela de Ciencias e Ingeniería of the Pontificia Universidad Católica del Perú (PUCP) and the University of Minho (UMINHO). The main SRP objective is to develop guidelines in countries, where advanced equipment, materials, and technical skills are not readily available, by providing efficient lowtech seismic retrofitting techniques and easy-to-implement maintenance programs for historical earthen buildings, in order to improve their seismic performance, while preserving their historical fabric. The SRP selected Peru as the ideal location for the work due to its diverse and rich earthen architectural heritage, the current and historical knowledge and professional interest in the subject, the ongoing revision of the NTE-80.1 Moreover, these rich architectural heritage (both monumental and vernacular) are at high risk of being irrevocably lost due to their seismic vulnerability and Peruvian seismic hazard, as learnt from the 2007 Pisco earthquake (Cancino 2011). All the SRP planned activities can be divided in four phases, covering (1) feasibility and research; (2) analysis, testing, and design; (3) dissemination; and (4) implementation. Each phase outcomes get evaluated systematically by the partners as well as by external peer reviewers, as shown in Figure 1. In phase 1, the SRP team identified and structurally assessed four (4) building typologies that are priorities for application of seismic retrofit techniques based on level of significance, where solutions are most needed, and which modes of failure and their reinforcement techniques will have the most widespread application in Peru and other countries in Latin America (Cancino et al. 2012). These were: the Temple of Santiago Apostol of Kuño Tambo, Ica Cathedral, Casa Arones, and Hotel el Comercio. In phase 2, PUCP conducted an extensive laboratory testing campaign to characterize material properties and the behavior of the main structural systems (Vicente and Torrealva 2014). Finally, in-situ inspection and non-destructive tests (namely, sonic and dynamic identification tests) were performed by the University of Minho to evaluate the structural damage, the level of interaction between structural parts and the elastic properties of masonry (Lourenço, Karanikoloudis, and Greco 2016).

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