EXPERIMENTAL STUDY ON THE EFFECT OF A MIDDLE TIE BEAM AND BRICK STRENGTH IN THE IN-PLANE RESPONSE OF CONFINED MASONRY WALLS

Author:

TANIHARA Norihito1,HOSAKA VENTURA Yuuki Alejandro1,KUROKI Masayuki2

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

Reference9 articles.

1. 1) ONU habitat: PERFIL del SECTOR VIVIENDA de EL SALVADOR, 2013

2. 2) Bourzam, A., Goto, T., and Miyajima, M.: Shear capacity prediction of confined masonry walls subjected to cyclic lateral loading, Structural Eng./Earthquake Eng., JSCE, Vol. 25, No. 2, pp.47-59, 2008

3. 3) Méndez de Hasbun, P., Gutiérrez, M., Ventura, E., Escobar, C., Ayala, N. Ortíz, A., Merlos, R. and López, M.: Mampostería de Suelo Cemento Confinada Informe de Resultados, San Salvador, El Salvador, Viceministerio de vivienda y desarrollo urbano, 2008 (In Spanish)

4. 4) Goto, T. and Azuhata, T.: An Experimental Study on Seismic Performance Improvement of Framed Masonry Wall, Proceeding of Annual Meeting of Japan Association for Earthquake Engineering, pp.300-301, 2004.1. (In Japanese) 後藤哲郎, 小豆畑達哉:枠組組積造の耐震性向上に関する実験的研究, 日本地震工学会大会梗概集, pp.300-301, 2004.1

5. 5) Mann, W. and Müller, H.: Failure of Shear-Stressed Masonry - An Enlarged Theory, Tests and Application to Shear Walls, Proceedings of the British Ceramic Society, Vol. 30, pp.223-235, 1982

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