モルタル目地厚さが異なる組積プリズムの圧縮挙動を予測するFEモデルの開発
Author:
Affiliation:
1. Graduate School of Eng., Oita Univ.
2. Dept. of Innovative Eng., Faculty of Sci. and Tech., Oita Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijt/29/72/29_806/_pdf
Reference24 articles.
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2. 2) ONU habitat: PERFIL del SECTOR VIVIENDA de EL SALVADOR, 2013 (in Spanish)
3. 3) Drougkas, A., Roca, P. and Molins, C.: Compressive strength and elasticity of pure lime mortar masonry, Materials and Structures, Vol. 49, pp. 983-999, 2016.
4. 4) Thaickavil, N. N. and Thomas, J.: Behaviour and strength assessment of masonry prisms, Case Studies in Construction Materials, Vol. 8, pp. 23-28, 2018. 6.
5. 5) Nalon, G. H, Ribeiro Lopes, J.C., Pedroti L. G., da Silva, R. M., Duarte de Araújo, E. N., Santos, R. F. and Soares de Lima, G. E.: Review of recent progress on the compressive behavior of masonry prisms, Construction and Building Materials, Vol. 320, 2022. 2.
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