Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Emin Hökelekli"'
Publikováno v:
Sensors, Vol 24, Iss 21, p 6856 (2024)
On 6 February 2023, two major earthquakes struck Türkiye, with their epicenters in the Pazarcık (M7.7; focal depth: 8.6 km) and Elbistan (M7.6; focal depth: 7 km) districts of Kahramanmaraş city. Most of the dams in the earthquake region remained
Externí odkaz:
https://doaj.org/article/1de896e0733448ca991f05dd0b771048
Autor:
Alemdar Bayraktar, Yavuzhan Taş, Mehmet Akköse, Emin Hökelekli, Carlos E. Ventura, Tony Y. Yang
Publikováno v:
Buildings, Vol 14, Iss 8, p 2538 (2024)
Expansion joints render bridge structures highly vulnerable to damage during strong ground motions. Failures of expansion joints triggered by earthquakes not only jeopardize the post-earthquake serviceability of the bridge but also have a significant
Externí odkaz:
https://doaj.org/article/080f41005998411fb74dbe12566a8c07
Publikováno v:
Buildings, Vol 14, Iss 1, p 177 (2024)
So far, little attention has been paid to the investigation on the seismic failure mechanisms of flexible concrete pile groups embedded in the layered soft soil profiles considering the material non-linearities of soil and concrete piles. The purpose
Externí odkaz:
https://doaj.org/article/f9654d60a3bb44eea61df1f9f33d79b5
Publikováno v:
International Journal of Space Structures. 38:30-39
Historical masonry domes are an important part of the architectural and engineering heritage in the World. They have been extensively used to cover the spaces of temples, mausoleums, palaces, forts, baths, churches, mosques, etc. Damages and collapse
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d34a1a90d0ee10c110161ff81db1bc65
https://doi.org/10.1177/09560599221126652
https://doi.org/10.1177/09560599221126652
Publikováno v:
INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE
Historical masonry aqueducts were constructed to convey water over rivers, valleys, etc. Many of them have deteriorated due to different effects and may need to be repaired or strengthened to incre...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4d3bcf45af9b5f1464e9c9e399c20891
https://doi.org/10.1080/15583058.2021.1936288
https://doi.org/10.1080/15583058.2021.1936288
Publikováno v:
Journal of Structural Engineering & Applied Mechanics
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::749e2a80aab04c05d90ba6029c653876
https://doi.org/10.31462/jseam.2020.03204215
https://doi.org/10.31462/jseam.2020.03204215
Publikováno v:
International Journal of Space Structures
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3678::dfdfdfeea0562438009939ff13795bc7
http://hdl.handle.net/11772/11134
http://hdl.handle.net/11772/11134
Publikováno v:
ENGINEERING FAILURE ANALYSIS
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d0126f39890e21d8f6b343d4158c95f9
http://hdl.handle.net/11772/9249
http://hdl.handle.net/11772/9249
Publikováno v:
JOURNAL OF BUILDING ENGINEERING
In this study, the effect of the steel core orientation to combined stresses behavior of a concrete encased steel (CES) composite column was studied. The various sectional configurations were used to define contributions to capacity under compression
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::33e6da1ff469d644e1998b929d1dcee9
http://hdl.handle.net/11772/9642
http://hdl.handle.net/11772/9642
Publikováno v:
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS
This study outlines the cyclic loading response of a concrete-encased steel profile composite column-reinforced concrete beam connection. The experimental study performed for an interior joint. The column in joint was designed as a concrete-encased I
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d71750d6ce546030c1dd26bfa44f1d77
http://hdl.handle.net/11772/9830
http://hdl.handle.net/11772/9830