Development of expeditious methods for seismic assessment of pre‐code masonry buildings in Portugal. (28th April 2022)

• Record Type: Journal Article
• Authors: Bernardo, Vasco; Costa, Alfredo Campos; Candeias, Paulo; Costa, Aníbal; Catarino, José
• Is Part Of: Earthquake engineering and structural dynamics. Volume 51:Number 9(2022)
• Page Start: 2036
• Page End: 2054
• Publication Date: 2022-04-28
• Subjects: expeditious methods -- pre‐code masonry buildings -- probabilistic methods -- seismic safety -- seismic vulnerability assessment; Structural dynamics -- Periodicals; Earthquake engineering -- Periodicals; 624.1762
• DOI: 10.1002/eqe.3652
• Languages: English
• ISSNs: 0098-8847

Abstract

Abstract: Although Portugal has not been hit by high‐magnitude earthquakes in recent years, its history is marked by tragic seismic events and it remains susceptible due to its geographical location. The Portuguese building stock is constituted approximately by 45% masonry residential buildings and most were built before the enforcement of the first seismic code in 1958. For several years, structural interventions in these buildings were allowed without the need to assess their seismic vulnerability. In 2019, a new law was approved to regulate the rehabilitation interventions to provide safety and comfort of existing buildings. The seismic assessment of existing buildings became mandatory and based on the procedures and requirements included in NP EN 1998–3: 2017 (Portuguese version of Eurocode 8 – part 3), which establishes the performance requirements and compliance criteria for existing buildings subjected to a certain level of seismic action. According to this normative requirements, analytical seismic vulnerability assessment and reliability‐based analyses were carried out on a large set of masonry buildings representative of the Portuguese housing stock, leading to the development of surrogate and expeditious method for seismic assessment in compliance with the reference method defined in the European standard. The method allows the seismic assessment of masonry buildings with rigid and flexible floors, without explicit numerical analyses, using only geometric parameters and the material properties. Compliance of results assessed by the proposed method and the corresponding values obtained by the code were carried out by confidence tests.