Towards specific T–H relationships: FRIBAS database for better characterization of RC and URM buildings

Author:

Gallipoli Maria RosariaORCID,Petrovic Bojana,Calamita Giuseppe,Tragni Nicola,Scaini Chiara,Barnaba Carla,Vona Marco,Parolai Stefano

Abstract

AbstractFRIBAS database is an open access database (https://doi.org/10.5281/zenodo.6505442) composed of the characteristics of 312 buildings (71 masonry, 237 reinforced concrete and 4 mixed types). It collects and harmonizes data from different surveys performed on buildings in the Basilicata and Friuli Venezia Giulia regions (Southern and Northeastern Italy, respectively). Each building is defined by 37 parameters related to the building and foundation soil characteristics. The building and soil fundamental periods were experimentally estimated based on ambient noise measurements. FRIBAS gave us the opportunity to study the influence of the main characteristics of buildings and the soil-building interaction effect to their structural response. In this study, we have used the FRIBAS dataset to investigate how the building period varies as a function of construction materials and soil types. Our results motivate the need of going beyond a ‘one-fits-all’ numerical period–height (T–H) relationship for generic building typologies provided by seismic codes, towards specific T–H relationships that account for both soil and building typologies.

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference84 articles.

1. Albarello D, Cesi C, Eulilli V, Guerrini F, Lunedei E, Paolucci E, Pileggi D, Puzzilli LM (2011) The contribution of the ambient vibration prospecting in seismic microzoning: an example from the area damaged by the 26th April 2009 l’Aquila (Italy) earthquake. Boll Geofis Teor Appl 52(3):513–538

2. Al-Nimry H, Resheidat M, Al-Jamal M (2014) Ambient vibration testing of low and medium rise infilled RC frame buildings in Jordan. Soil Dyn Earthq Eng 59:21–29

3. Asteris PG, Repapis C, Repapi EV, Cavaleri L (2017) Fundamental period of infilled reinforced concrete frame structures. Struct Infrastruct Eng 13(7):929–941. https://doi.org/10.1080/15732479.2016.1227341

4. Baggio C, Bernardini A, Colozza R, Corazza L, Della Bella M, Di Pasquale G, Dolce M, Goretti A, Martinelli A, Orsini G, Papa F, Zuccaro G (2007) Field manual for post-earthquake damage and safety assessment and short term countermeasures (AeDES). In: Pinto AV, Taucer F (eds), EUR 22868 EN—Joint Research Centre—Institute for the Protection and Security of the Citizen, Office for Official Publications of the European Communities, Luxembourg, p 100

5. Bal IE, Crowley H, Pinho R (2008) Displacement-based earthquake loss assessment for an earthquake scenario in Istanbul. J Earthq Eng 12:12–22. https://doi.org/10.1080/13632460802013388

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3