Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Murat Çavuşlu"'
Autor:
Murat Cavuslu, Emrah Dagli
Publikováno v:
Buildings, Vol 14, Iss 6, p 1672 (2024)
In this study, experimental and numerical investigations were conducted to examine the time-dependent creep and earthquake performance of the historical Plaka stone bridge, which was constructed in 1866 in Arta, Greece. During the original constructi
Externí odkaz:
https://doaj.org/article/978c970e61a048809e2d73f84076ac10
Publikováno v:
Tehnički Vjesnik, Vol 29, Iss 3, Pp 1037-1047 (2022)
The majority of the cost of reinforced concrete (RC) buildings is incurred by nonstructural elements (NSEs). Damage to NSEs has been blamed for a large portion of the deaths and damage caused by recent earthquakes. Furthermore, damage to NSEs has a s
Externí odkaz:
https://doaj.org/article/e1679a6294d346dbac5d6da9f1dba803
Autor:
Murat Cavuslu, Emrah Dagli
Publikováno v:
Advances in Civil Engineering, Vol 2023 (2023)
In this paper, the three-dimensional (3D) seismic plastic damage performance of the Ermenek Arch Dam (220 m), which was built in Karaman, Turkey, in 2009, is investigated by including different gallery spaces. 3D modeling of the dam is performed usin
Externí odkaz:
https://doaj.org/article/c793d0ffa21a48629349cf2aec5c819b
Autor:
Murat Cavuslu
Publikováno v:
Advances in Civil Engineering, Vol 2023 (2023)
Examining the earthquake behaviors of important water structures such as arch dams is of great importance for the future and safety of these structures. Besides, different reservoir heights, which occur as a result of different seasonal precipitation
Externí odkaz:
https://doaj.org/article/188eed93ba0b488599fa386b6089a622
Autor:
Memduh Karalar, Murat Çavuşlu, Hakan Ozturk, Necati Mert, Mahmood Ahmad, Mohanad Muayad Sabri Sabri
Publikováno v:
Frontiers in Materials, Vol 9 (2022)
In this study, it is aimed to reveal how anchored and unanchored non-structural elements (NEs) in reinforcement concrete (RC) library structures change the earthquake behaviors of these structures. A library structure is selected for three-dimensiona
Externí odkaz:
https://doaj.org/article/8eda08688be0468d957be1a0e2dd5b83
Autor:
Memduh Karalar, Turhan Bilir, Murat Çavuşlu, Yasin Onuralp Özkiliç, Mohanad Muayad Sabri Sabri
Publikováno v:
Frontiers in Materials, Vol 9 (2022)
In this research, it is studied the crack and flexural behavior of reinforced concrete beams with various bottom ash ratios (BARs) considered as fine aggregate in an experimental and numerical investigation. For experimental purposes, different concr
Externí odkaz:
https://doaj.org/article/9dfcd8b34fa14199a495e682a866ae7a
Autor:
Murat ÇAVUŞLU
Publikováno v:
Volume: 11, Issue: 4 1117-1137
Bitlis Eren Üniversitesi Fen Bilimleri Dergisi
Bitlis Eren Üniversitesi Fen Bilimleri Dergisi
Dams are one of the most important water structures built to meet the vital needs of people such as irrigation and energy. It is of great importance to examine the seismic safety of important water structures such as dams. In addition, it is vital to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d1e1b719995ca08eeec764afd1e604b5
https://dergipark.org.tr/tr/pub/bitlisfen/issue/74799/1191601
https://dergipark.org.tr/tr/pub/bitlisfen/issue/74799/1191601
Autor:
Memduh Karalar, Murat Çavuşlu
Publikováno v:
Challenge Journal of Structural Mechanics. 8:63
The use of waste materials for reinforcement of reinforced concrete (RC) structures is of great importance for both environmental cleaning and recycling. In this study, the effects of granulated glass released by factories on the structural behavior
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f3bd9635a57803ef6bde1c3d7332f82f
https://doi.org/10.20528/cjsmec.2022.02.004
https://doi.org/10.20528/cjsmec.2022.02.004
Autor:
Memduh Karalar, Murat Cavuslu
Publikováno v:
Mathematical and Computer Modelling of Dynamical Systems, Vol 28, Iss 1, Pp 55-77 (2022)
In this study, the three-dimensional (3D) near-fault earthquake performance of the Oroville dam is examined considering a special material model and various seismic boundary conditions. The 3D finite-difference model of the Oroville EF dam is modeled
Externí odkaz:
https://doaj.org/article/cb52e953312e4102abdb7146daf3e108