Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Serkan Sagi̇roglu"'
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 25, Iss 1, Pp 13-26 (2020)
Türkiye’de yığma yapılar halen en fazla olan yapı sistemlerinden biridir. Yığma yapılar son yıllarda özellikle şehir merkezlerinde pek fazla inşa edilmediğinden, sanki ikinci plana atılmış gibi görünse de yeni sistemlerin ömrü h
Externí odkaz:
https://doaj.org/article/259b5c8560724885b8aa0455ccd3b54e
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 25, Iss 1, Pp 13-26 (2020)
Volume: 25, Issue: 1 13-26
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
Volume: 25, Issue: 1 13-26
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
Türkiye’de yığma yapılar halen en fazla olan yapı sistemlerinden biridir. Yığma yapılar son yıllardaözellikle şehir merkezlerinde pek fazla inşa edilmediğinden, sanki ikinci plana atılmış gibi görünse deyeni sistemlerin ömrü hen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eae4d52a00ed208dd155ad57add9956b
https://dergipark.org.tr/tr/pub/uumfd/issue/52836/449775
https://dergipark.org.tr/tr/pub/uumfd/issue/52836/449775
Autor:
Mehrdad Sasani, Serkan Sagiroglu
Publikováno v:
Journal of Structural Engineering. 134:478-488
Progressive collapse resistance of an actual six-story reinforced concrete frame structure is evaluated following predefined initial damage. The initial damage was caused by the simultaneous explosion (removal) of two adjacent exterior columns, one o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9198eab53da07735c1922f0033464bbc
https://doi.org/10.1061/(asce)0733-9445(2008)134:3(478)
https://doi.org/10.1061/(asce)0733-9445(2008)134:3(478)
Autor:
Mehrdad Sasani, Serkan Sagiroglu
Publikováno v:
Journal of Structural Engineering. 140
WOS: 000332673500014
Computational simulations for analyzing progressive collapse resistance of structures following initial damage require specific attention to structural modeling of floor systems. In collapse analysis of RC structures, it is
Computational simulations for analyzing progressive collapse resistance of structures following initial damage require specific attention to structural modeling of floor systems. In collapse analysis of RC structures, it is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::57ea8adaa3460cf8b6965f86881cb8eb
https://doi.org/10.1061/(asce)st.1943-541x.0000854
https://doi.org/10.1061/(asce)st.1943-541x.0000854
Autor:
Serkan Sagiroglu, Mehrdad Sasani
Publikováno v:
ACI Structural Journal. 107
The dynamic gravity-load redistribution of Baptist Memorial Hospital in Memphis, TN, a 20-story reinforced concrete (RC) structure, is evaluated and characterized experimentally and analytically following the removal of an interior ground-floor colum
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eaed248ade4aa464643adcf02c50756c
https://doi.org/10.14359/51664011
https://doi.org/10.14359/51664011
Autor:
Mehrdad Sasani, Serkan Sagiroglu
Publikováno v:
ACI Structural Journal. 105
Through accident or act of terrorism, structures may be subject to conditions that could lead to progressive collapse. Redistribution of loads following an imposed local damage to a structure depends on strength, continuity, redundancy, and deformati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cfb6fed1b7f3726c6effc5bbb504c5bc
https://doi.org/10.14359/19073
https://doi.org/10.14359/19073
Publikováno v:
ACI Structural Journal. 104
One approach to evaluate progressive collapse of structures is to study the effects of instantaneous removal of a load-bearing element such as a column. In this paper, using experimental and analytical results, potential progressive collapse of an ac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7604a8a245131432a9c567048866c30
https://doi.org/10.14359/18955
https://doi.org/10.14359/18955