dear all
please cam you provide me with papers
1-Refined force reduction factors for seismic design
Volume 22, Issue 10, October 2000, Pages 1244–1260
2-Response modification factors of chevron-braced frames
Volume 27, Issue 2, January 2005, Pages 285–300
3-Seismic behaviour factor, R, for steel X-braced and knee-braced RC buildings
Volume 25, Issue 12, October 2003, Pages 1505–1513
4-Seismic force modification factors for modified-Clough hysteretic model
Volume 29, Issue 11, November 2007, Pages 3053–3070
5-Seismic performance of RC frames designed for three different ductility levels
Volume 23, Issue 5, May 2001, Pages 537–547
6-Bionic Optimisation of the Earthquake Resistance of High Buildings by Tuned Mass Dampers
Volume 8, Issue 3, September 2011, Pages 335–344
reply for post: #122 (sola4466)
1st paper
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2nd paper
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3r paper
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I need this paper, please.
Seismic Capacity and Failure Modes of Flat‐Bottom Vertical Tanks
J. Energy Eng. 119, 82 (1993)
Philip S. Hashimoto and Asit K. Basak
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thanks in advance
Dear friends
I need this paper, please.
Investigation on Buckling Behavior of Cylindrical Liquid Storage Tanks Under Seismic Excitation: 1st Report — Investigation on Elephant Foot Bulge
Paper no. PVP2003-2120 pp. 193-201
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Thanks in advance
A constitutive model of highly jointed rock masses
Ming Cai, Hideyuki Horii
Mechanics of Materials
Volume 13, Issue 3, July 1992, Pages 217–246
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Dear all,
I need the following papers from Engineering structures, vol. 40, July 2012:
1. Stability and strength of old masonry vaults under compressive longitudinal loads: Engineering analyses of a case study, Pages 218-229, Angelo Carini, Francesco Genna
2. A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings, Pages 327-338, Ivo Caliò, Massimo Marletta, Bartolomeo Pantò
3. Seismic performance of the St. George of the Latins church: Lessons learned from studying masonry ruins, Pages 501-518, Paulo B. Lourenço, Alejandro Trujillo, Nuno Mendes, Luís F. Ramos
4. Finite element model updating of a bowstring-arch railway bridge based on experimental modal parameters, Pages 413-435, D. Ribeiro, R. Calçada, R. Delgado, M. Brehm, V. Zabel