Art

J-GLOBAL ID：200902212456151883   Reference number：08A0365610

3-D Applied Element Method for PP-Band Retrofitted Masonry

3次元適用要素法によるPPバンド補強組積造の解析

Author (5)： WORAKANCHANA Kawin (International Center for Urban Safety Engineering) ,  MAYORCA Paola (International Center for Urban Safety Engineering) ,  GURAGAIN Ramesh (Earthquake Engineering and Res. National Soc. of Earthquake Technol. Nepal) ,  NAVARATNARAJ Sathiparan (Meguro Lab.) ,  MEGURO Kimiro (International Center for Urban Safety Engineering)
Material： 生産研究  (Journal of Institute of Industrial Science, the University of Tokyo)
Volume： 60  Issue： 2  Page： 128-131 (J-STAGE)  Publication year： 2008 
JST Material Number： G0185A  ISSN： 0037-105X  CODEN： SEKEAI  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *polypropylene ,  *band ,  net ,  tightening ,  *masonry structure ,  *seismic strengthening ,  *numerical analysis ,  analytical model ,  element decomposition ,  block(object) ,  mortar ,  spring(machine element) ,  beam(structure) ,  constituted model ,  demonstration experiment ,  bending test(bending) ,  mechanical property ,  measurement data ,  failure mode(mechanics) ,  simulation ,  load deformation relation
Semi thesaurus term： *PPバンド ,  *AEM法

JST classification (2)： Earthquake-proofing,vibration-proofing,seismic isolation of buildings  (RB01035P) ,  Structures using other structural materials  (RA04060H)

Reference (7)：

• 1) Gambarotta L. and Lagomarsino S. (1997), “Damage Response for the Seismic Response of Brick Masonry Shear Walls. Part I: The Mortar Joint Model and its Application”. Earthquake Engineering and Structural Dynamics, 26, 423-439
• 2) Guragain, R. (2006), Numerical Simulation of Masonry Structures under Cyclic Loading using Applied Element Method, Master degree thesis, Department of civil engineering, The University of Tokyo
• 3) Lourenço, P.B. (1996), Computational Strategies for Masonry Structures, Delft University Press
• 4) Mayorca, P. (2003), Strengthening of Unreinforced Masonry Structures in the Earthquake Pone Regions, Ph.D. thesis, Civil Eng. Dept., the University of Tokyo
• 5) Meguro, K., Mayorca, P., Sathiparan, N., Guragain, R., and Nesheli, N. (2005), Shaking table tests of small scaled masonry models retrofitted with PP-band meshes. Proceeding of the 4th International Symposium on New Technologies for Urban Safety of Megacities in Asia, Singapore.

Terms in the title (6)： 3次元 ,  要素 ,  PPバンド ,  補強 ,  組積造 ,  解析