Extensive experimental study on five types of paianta walls - StrongPa project

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2025-03-06 DOI:10.1016/j.engstruct.2025.120003
Sometrey Mey , Ichiro Hirano , Andreea Dutu , Mihai Niste , Daniel Mocanescu , Shoichi Kishiki
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引用次数: 0

Abstract

Timber-framed houses are widely used worldwide, with structural variations influenced by geography and tradition. In Romania, paianta houses - a vernacular timber-framed structural system - feature different infill materials based on regional availability: i.e. timber logs in mountainous areas and clay-straw mixtures in plains. Given Romania's seismic risk, particularly from the Vrancea source, concerns about the seismic resilience of paianta houses have arisen. However, studies on their structural behavior remain limited, and no standardized evaluation method exists. The StrongPa project aims to develop strengthening techniques for paianta houses through extensive experimental testing. This paper presents the first part of experimental program which investigates the in-plane static loading behavior of timber-framed walls, constructed in line with traditional Romanian methods. Key findings indicate that infills significantly increase both stiffness and strength of the walls, bi-linearization of envelope curves using EN12512 method B showed better match to experimental results, energy dissipation calculated for both experimental results and bi-linearized curves reconfirmed that the method B is appropriate for walls with infills, damping ratios, and stiffness degradation were analyzed to compare structural performance among the different types of infills.
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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