Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Namık Kemal Öztorun"'
Autor:
Gebrail Bekdaş, Namık Kemal Öztorun
Publikováno v:
Engineering Structures and Technologies, Vol 6, Iss 4 (2015)
Finite Element Method (FEM) is one of the most commonly used numerical analysis method for the structural analysis. The axially symmetric cylindrical shell walls analysis can be made by using FEM or similarity of beams on elastic foundation. The Supe
Externí odkaz:
https://doaj.org/article/dadc57dd67d1472496b344daa5e53227
A rapid analysis method for determining current status of existing buildings: A conceptual framework
Publikováno v:
Revista de la construcción v.17 n.2 2018
SciELO Chile
CONICYT Chile
instacron:CONICYT
SciELO Chile
CONICYT Chile
instacron:CONICYT
Considering the loss of lives and economical loss arising out of earthquake motions, it becomes necessary to determine the safety levels and vulnerability of the existing buildings especially in the urbanized areas and to take due precautions. As a m
Publikováno v:
Sustainability, Vol 12, Iss 1, p 283 (2019)
Sustainability
Volume 12
Issue 1
Sustainability
Volume 12
Issue 1
Gunes, Baris/0000-0003-1747-001X; Ilki, Alper/0000-0002-4853-7910 WOS:000521955600283 In this study, parameters that should be monitored during the service life of a bridge and the relationship between the parameters and damage are investigated in or
Publikováno v:
Engineering Failure Analysis. 111:104495
A deep excavation was carried out at the border of 38-story Sun Plaza Tower in Istanbul with a shoring that made use of temporary anchorages. However, building construction license was cancelled due to later detected legal issues. Since the structure
Autor:
Namık Kemal Öztorun
Publikováno v:
Finite Elements in Analysis and Design. 43:733-736
Autor:
Namık Kemal Öztorun, Gebrail Bekdaş
Publikováno v:
Engineering Structures and Technologies; Vol 6 No 4 (2014); 169-177
Engineering Structures and Technologies, Vol 6, Iss 4 (2015)
Engineering Structures and Technologies, Vol 6, Iss 4 (2015)
Finite Element Method (FEM) is one of the most commonly used numerical analysis method for the structural analysis. The axially symmetric cylindrical shell walls analysis can be made by using FEM or similarity of beams on elastic foundation. The Supe
Autor:
Rasim Temür, Namık Kemal Öztorun
Publikováno v:
Volume: 21, Issue: 3 72-81
Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi
Pamukkale University Journal of Engineering Sciences, Vol 21, Iss 3, Pp 72-81 (2015)
Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi
Pamukkale University Journal of Engineering Sciences, Vol 21, Iss 3, Pp 72-81 (2015)
The purpose of this study is to establish the effects of rigid floor assumption on shear forces that occurs on shear walls of building type structural systems. Before the advent of computers only limited number of equations could be solved manually.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7ec8650f5386b98d0c446c9607fd8c36
https://dergipark.org.tr/tr/pub/pajes/issue/20558/219097
https://dergipark.org.tr/tr/pub/pajes/issue/20558/219097
Autor:
Namık Kemal Öztorun
Publikováno v:
Finite Elements in Analysis and Design. 42:1031-1052
A finite element formulation for the static and dynamic analysis of linear-elastic space structures composed of plate- and beam-type members is presented in this study. In general, finite elements can be used efficiently for the analysis of linear-el
Publikováno v:
Environmental Modeling & Assessment. 10:135-142
Urban air pollution is a growing problem in developing countries. Some compounds especially sulphur dioxide (SO2) is considered as typical indicators of the urban air quality. Air pollution modeling and prediction have great importance in preventing
Autor:
Mehmet Utku, Namık Kemal Öztorun
Publikováno v:
Computers & Structures. 80:2195-2207
A computer method based on the classical shell and plate theories is presented for the elastic analysis of cylindrical water tanks subjected to axisymmetrical loading and post-tensioning loads. A spherical dome or circular plate roof, cylindrical con