Zobrazeno 1 - 8
of 8
pro vyhledávání: '"KALAYCI, Emre"'
Autor:
Civjan, Scott A. a, ⁎, Kalayci, Emre b, 1, Quinn, Brooke H. b, 2, Breña, Sergio F. c, 3, Allen, Chad A. d, 4
Publikováno v:
In Engineering Structures November 2013 56:1177-1191
Publikováno v:
In Engineering Structures October 2012 43:129-138
Autor:
Kalayci, Emre
Publikováno v:
Masters Theses 1911 - February 2014
Deformation of bridges that are induced by thermal loads can be accommodated by expansion joints and bearings. Integral Abutment Bridges have gained acceptance as a way to mitigate potential damage from thermal movements, eliminating the poor perform
Autor:
Kalayci, Emre
Publikováno v:
Doctoral Dissertations Available from Proquest.
Integral abutment bridges (IABs) have been constructed by State Departments of Transportation for a number of years. These bridges have been found to be cost effective from both an initial cost and life-cycle cost analysis. However, common design gui
Externí odkaz:
https://scholarworks.umass.edu/dissertations/AAI3545945
Autor:
KALAYCI, Emre, ÇAĞLARER, Evren
Publikováno v:
Volume: 26, Issue: 2 609-628
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
Rapidly developing technology and increasing world population have led to changes in people's living standards. On the other hand, while the world's energy resources are decreasing rapidly, the need for energy is constantly increasing. Energy is one
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=tubitakulakb::73e51c4eb022a9a6b91a099c7ae5cb9c
https://dergipark.org.tr/tr/pub/uumfd/issue/64519/874025
https://dergipark.org.tr/tr/pub/uumfd/issue/64519/874025
Autor:
Kalayci Emre
Integral abutment bridges (IABs) have been constructed by State Departments of Transportation for a number of years. These bridges have been found to be cost effective from both an initial cost and life-cycle cost analysis. However, common design gui
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::45a2fd9d755cefa1ae37a4ddfcf06923
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Publikováno v:
Structures Congress 2009; 2009, p1-10, 10p