Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Ali Arzeytoon"'
Autor:
Ali Arzeytoon, Vahab Toufigh
Publikováno v:
Engineering Structures. 176:159-174
In this investigation, seismic behavior and design coefficients of the ribbed bracing system (RBS) are evaluated by considering various archetypes that reflect configuration variability. RBS is a lateral bracing system with a unique mechanics that pr
Autor:
Ali Arzeytoon, Vahab Toufigh
Publikováno v:
Journal of Constructional Steel Research. 148:326-335
This article evaluates the seismic performance of structures equipped with a ribbed bracing system (RBS). RBS uses ribbed faces that freely slide under compression, however, interlock under tensile forces. Two RBS mechanisms; Completely-closed RBS (C
Publikováno v:
Mechanics of Advanced Materials and Structures. 27:734-743
This research investigates the cyclic behavior of a polymer concrete-filled fiber reinforced polymer tube specimens. Based on the experimental results, utilizing carbon fiber as a confining layer r...
Publikováno v:
Advances in Structural Engineering. 21:1349-1360
In this article, the ribbed bracing system is proposed and evaluated through experimental and numerical studies. Ribbed bracing system is composed of a supplemental part with ribbed interfaces that is attached to a brace member and allows for its fre
Publikováno v:
Journal of Earthquake Engineering. 23:1297-1317
This study presents the experimental investigation of half-scale, one-story, one-bay pinned frames equipped with a ribbed bracing system (RBS). The RBS is a newly developed passive control ...
Publikováno v:
Bulletin of Earthquake Engineering. 16:731-752
In this paper, an innovative seismic lateral force resisting system for tall buildings is introduced. In this system, a novel supplemental part, ribbed bracing system (RBSyst), is attached to Braced Tube System, creating a modified BTS. RBSyst is a s
Publikováno v:
Journal of Vibration and Control. 23:2926-2941
In this article, a novel passive control system, ribbed bracing system (RBS), has been proposed to deal with the buckling problem. RBS is a bracing system with a simple mechanism that can be installed in braces as a supplemental part. The behavior of
Publikováno v:
Journal of Performance of Constructed Facilities. 30
The presented studies have been conducted on the scope and magnitude of damages inflicted by earthquakes over the years. Many RC buildings, designed and constructed in the 1960s and 1970s, have serious structural deficiencies, especially in their bea
Publikováno v:
Journal of Performance of Constructed Facilities. 30
The following conference paper should be added to the list of References: Shafaei, J., Hosseini, A., Marefat, M. S., and Ingham, J. M. (2014). “Rehabilitation of earthquake damaged external RC beamcolumn joints.” Toward Integrated Seismic Design,
Autor:
Ali Arzeytoon, Vahab Toufigh
Publikováno v:
The Structural Design of Tall and Special Buildings. 27:e1493