Zobrazeno 1 - 10
of 41
pro vyhledávání: '"Ramazan Ozcelik"'
Four ½ scaled, 3-dimensional, 2-storey, deficient reinforced concrete (RC) specimens were examined by applying reverse static cyclic excursions. One of these specimens was the reference frame, and the others were externally strengthened using buckli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2da7eabf590dc0305d02de131b80e2e2
https://doi.org/10.21203/rs.3.rs-2412752/v1
https://doi.org/10.21203/rs.3.rs-2412752/v1
Publikováno v:
Springer Tracts in Nature-Inspired Computing ISBN: 9789813367722
The purpose of this chapter is the comparison of the optimum design of trapezoidal and sinusoidal types of steel corrugated web beams. The minimum weights of these two main types of beams are taken as the objective functions, while the design constra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::684d69e89f256c5dbcaaf59d3919150a
https://doi.org/10.1007/978-981-33-6773-9_7
https://doi.org/10.1007/978-981-33-6773-9_7
Publikováno v:
Journal of Constructional Steel Research. 138:208-220
This paper presents an experimental investigation of buckling restrained braces (BRBs) with new end restraints and casing members (CMs). The component tests for ten BRBs with CMs consisting of concrete-filled steel tube (unbonded), plain concrete, pl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a3141a52e3cc61f892dc3efe1f80e9eb
https://doi.org/10.1016/j.jcsr.2017.07.008
https://doi.org/10.1016/j.jcsr.2017.07.008
Publikováno v:
Turkish Journal of Forestry, Vol 24, Iss 3, Pp 197-207 (2023)
Oriental beech (Fagus orientalis Lipsky) ranks second among hardwood tree species in terms of area in Türkiye and ranks first in industrial wood production with a rate of 15%. In this context, reliable and accurate information on the status, growth
Externí odkaz:
https://doaj.org/article/f256c214d24249a2a49e515143b1c63f
Publikováno v:
Advances in Structural Engineering. :136943322098609
The structural performance of standard steel sections in long-span constructions gradually deteriorates due to wider and slighter webs that tend to buckle. This is the characteristic problem of plane webs. Corrugated steel web plates allow a consider
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9469197f083088123ddeb65c8c2d41cd
https://doi.org/10.1177/1369433220986095
https://doi.org/10.1177/1369433220986095
Autor:
Elif Firuze Erdil, Ramazan Ozcelik
Three story–three bay reinforced concrete (RC) frames with and without chevron braces were tested using the continuous pseudodynamic test method. New steel–concrete composite lateral load–carrying members called Buckling Restrained Braces (BRBs
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c797fe59fde6e159203d43953d0350e4
https://aperta.ulakbim.gov.tr/record/75185
https://aperta.ulakbim.gov.tr/record/75185
Autor:
Ramazan Ozcelik
Publikováno v:
Magazine of Concrete Research. 67:379-390
This study investigates the cyclic performance of low-strength plain concrete (LSPC) between 5 MPa and 10 MPa. In highly seismic regions, deficient reinforced concrete (RC) structures have low concrete strength and the seismic evaluation of such RC s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0e71eda81d133dcea0beb794ee72c8f5
https://doi.org/10.1680/macr.14.00234
https://doi.org/10.1680/macr.14.00234
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 166:326-341
The use of chevron braces for seismic strengthening of existing non-ductile reinforced concrete frames was investigated experimentally and numerically. Five strengthened and two as-built reference portal frame specimens were tested under a constant g
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::12e97d2ca99ac501cfe062ae8e846b73
https://doi.org/10.1680/stbu.12.00002
https://doi.org/10.1680/stbu.12.00002
Publikováno v:
Magazine of Concrete Research. 65:257-271
Canbay, Erdem/0000-0001-6798-0144; Baran, Mehmet/0000-0001-6674-7308 WOS: 000313559600005 Strengthening the existing hollow brick infill walls by bonding high-strength precast concrete panels or applying steel fibre reinforced mortar was found to be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f08d4c89be61a9a33e5ed59497ec455c
https://doi.org/10.1680/macr.12.00076
https://doi.org/10.1680/macr.12.00076
Publikováno v:
Earthquake Engineering & Structural Dynamics. 42:763-778
Two-story, three-bay reinforced concrete (RC) frames with and without internal steel frame (ISF) retrofits were tested using continuous pseudo dynamic test method. The ISFs were installed to the middle bay of the RC frame. Test results indicated that
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::64400abbec2c2575c8f75aa79fb5883d
https://doi.org/10.1002/eqe.2243
https://doi.org/10.1002/eqe.2243