Zobrazeno 1 - 10
of 25
pro vyhledávání: '"Altuğ Yavaş"'
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 21, Iss 2, Pp 499-514 (2016)
Bu çalışmada, Deprem Bölgelerinde Yapılacak Binalar Hakkında Yönetmelik’te (DBYBHY) betonarme elemanlar için öngörülen şekildeğiştirme esaslı hasar sınırları deneysel olarak incelenmiştir. Bunun için, düşük beton dayanımına
Externí odkaz:
https://doaj.org/article/07ae6b7073c54ff6b4092e1ee5eb139d
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 21, Iss 2, Pp 499-514 (2016)
In this study, the deformation based limit states stipulated for reinforced concrete members in the Turkish Earthquake Code (TEC) were experimentally investigated. Thus four RC cantilever columns which have low concrete compressive strengths and have
Externí odkaz:
https://doaj.org/article/0ac93b7fc99a4eb5bdf7d84d0ab695df
Autor:
Altuğ Yavaş, Şerif Saylan
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 12, Iss 3, Pp 411-421 (2006)
Son on yılda yapıların dizaynının hedef deplasman veya deplasman profili için yapıldığı direkt deplasman esaslı dizayn metodu, birçok yapı tipinin dizaynı için kullanılmaktadır. Bu çalışmada moment aktaran çerçeve tipi yapılar
Externí odkaz:
https://doaj.org/article/017e7d85e97a43ccb7002f318841edd8
Autor:
Altuğ YAVAŞ, Şerif SAYLAN
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 12, Iss 3, Pp 411-421 (2006)
Direct displacement based design that designs the structure for a given target displacement profile is used for the design of several types of structures in the last decade. In this study, the direct displacement based design (DDBD) method developed
Externí odkaz:
https://doaj.org/article/6c606cd115f5454991c15a4666228913
Publikováno v:
Volume: 34, Issue: 2
Turkish Journal of Civil Engineering
Turkish Journal of Civil Engineering
In the present study, the impacts of variety of fiber types and amounts on shear dominant Ultra High Performance Fiber Reinforced Concrete (UHPFRC) beams and the feasibility of fully replacement of stirrups by the steel fibers were investigated. Fift
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aa0723e4c1722ffd7f860cb94777c433
https://doi.org/10.18400/tjce.1237663
https://doi.org/10.18400/tjce.1237663
Autor:
Mucahit Ince, Altuğ Yavaş
Publikováno v:
Structures. 34:4457-4465
This study aimed to investigate the effects of reinforcement ratio on flexural behavior of I-shaped Ultra High Performance Fiber Reinforced Concrete (UHPFRC) beams. In this framework, the total of four full-scale test beams with different reinforceme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b700a283834e730b86cf2479344c6c1
https://doi.org/10.1016/j.istruc.2021.10.051
https://doi.org/10.1016/j.istruc.2021.10.051
Autor:
Altuğ Yavaş, Erkan Tore
Publikováno v:
Наука та будівництво. 13:59-63
Confinement with fiber reinforced polymers of reinforced concrete columns is promising retrofit solution for improving ductility of existing structure. In the study, plastic deformation capacityof fiber reinforced polymers confined square and rectang
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e72da4a468ece529b8a49fa017d69a73
https://doi.org/10.33644/scienceandconstruction.v13i3.90
https://doi.org/10.33644/scienceandconstruction.v13i3.90
Publikováno v:
European Journal of Rhinology and Allergy, Vol 7, Iss 1, Pp 1-7 (2024)
Objective: Surgery is frequently used to treat inferior turbinate hypertrophy, and post-surgical bleeding is the most common complication. This study aims to evaluate the whole turbinate in terms of the vascular structures histologically from the ant
Externí odkaz:
https://doaj.org/article/fd6e25c99be7451f8368e50822f610ad
Publikováno v:
Advances in Structural Engineering. 22:1591-1605
In this study, the effects of different fiber types on shear behavior (cracking pattern, shear cracking strength, ultimate shear strength, and post-cracking deformability) of ultrahigh-performance fiber-reinforced concrete beams were investigated exp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::358c3ae39eb3ad435a3dd3f0b8d301c5
https://doi.org/10.1177/1369433218820788
https://doi.org/10.1177/1369433218820788
Publikováno v:
Structural Concrete. 19:1577-1590
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac2037c6cb2b5db5f548bc570da00ed8
https://doi.org/10.1002/suco.201700089
https://doi.org/10.1002/suco.201700089