Zobrazeno 1 - 10
of 47
pro vyhledávání: '"Apostolos Fafitis"'
Publikováno v:
Journal of Mechanics of Materials and Structures. 12:373-390
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48af4c6d24e70b34ecd5512546a4f80f
https://doi.org/10.2140/jomms.2017.12.373
https://doi.org/10.2140/jomms.2017.12.373
Publikováno v:
Transactions of Tianjin University. 19:195-201
Based on the introductions of a type of diaphragm-through connection between concrete-filled square steel tubular columns (CFSSTCs) and H-shaped steel beams, a finite element model of the connection is developed and used to investigate the seismic be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::037518aca9a8b071171713b9ce3d356e
https://doi.org/10.1007/s12209-013-2038-0
https://doi.org/10.1007/s12209-013-2038-0
Publikováno v:
Journal of Mechanics of Materials and Structures. 7:909-929
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::077006e996bc915f8d1c75a3d8f8d6c4
https://doi.org/10.2140/jomms.2012.7.909
https://doi.org/10.2140/jomms.2012.7.909
Publikováno v:
Advanced Materials Research. 511:64-69
Energy consumption and CO2 emissions in buildings is becoming an increasingly important issue. Steel is a major building material with high energy cost. In a reinforced concrete (RC) structure, it accounts for the maximum energy consumption. There is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::65471cf7eccd1c2a113c8153cfcad1d0
https://doi.org/10.4028/www.scientific.net/amr.511.64
https://doi.org/10.4028/www.scientific.net/amr.511.64
Publikováno v:
Journal of Mechanical Science and Technology. 26:315-321
A nonlinear impact model of a ball impacting on a tennis racket was developed to investigate the impact characteristics of this collision. The impact model included a tennis ball, the tennis racket frame and string bed in a tennis racket. The governi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d6be3ccb842b281ddfa820d0529ae7a
https://doi.org/10.1007/s12206-011-1027-2
https://doi.org/10.1007/s12206-011-1027-2
Publikováno v:
Journal of Mechanical Science and Technology. 25:2615-2621
The structural behavior of string bed of tennis rackets was investigated subjected to transverse force perpendicular to the string bed. The mathematical model developed for the string bed was implemented into a computer programming code. This code wa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b1dbb8d499089ee420adae781b46bbea
https://doi.org/10.1007/s12206-011-0630-6
https://doi.org/10.1007/s12206-011-0630-6
Publikováno v:
Journal of Central South University. 18:889-897
An element coupling model (ECM) method was proposed to simulate the global behavior and local damage of a structure. In order to reflect the local damage and improve the computational efficiency, three-dimensional (3D) solid elements and one-dimensio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::99b9723b042f18e703884f68d4b2dd4d
https://doi.org/10.1007/s11771-011-0778-3
https://doi.org/10.1007/s11771-011-0778-3
Publikováno v:
Advanced Materials Research. :2111-2115
This article (Part-II) continues the work of a previous article (Part-I). It undertakes a theoretical analysis of the curvature ductility factor (CDF) of a singly reinforced CRC (crumb rubber concrete) beam and demonstrates how CRC’s material ducti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c58be32311830830f9231511caa0fd2e
https://doi.org/10.4028/www.scientific.net/amr.168-170.2111
https://doi.org/10.4028/www.scientific.net/amr.168-170.2111
Publikováno v:
Interaction and multiscale mechanics. 3:192-211
In most framed structures the nonlinearities and the damages are localized, extending over a limited length of the structural member. In order to capture the details of the local damage, the segments of a member that have entered the nonlinear range
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1e8e68ff2b98ec43f0d42d32ac87cc27
https://doi.org/10.12989/imm.2010.3.2.192
https://doi.org/10.12989/imm.2010.3.2.192
Autor:
Apostolos Fafitis, Thomas L. Attard
Publikováno v:
Engineering Structures. 29:1977-1989
The objective of this paper is to compute three optimal parameters that are subsequently used to formulate the pre-yielded and post-yielded portions of an equivalent single degree of freedom system (E-SDOF) that is used to predict the seismic target
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5fee94d3f8b324235e290336a1a2f021
https://doi.org/10.1016/j.engstruct.2006.10.016
https://doi.org/10.1016/j.engstruct.2006.10.016