Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Berat Feyza Soysal"'
Publikováno v:
Magazine of Concrete Research. 75:325-338
A modified applied element model to simulate the behaviour of plain concrete continuum structures including discrete cracking is proposed in this study. In the classical applied element model, Poisson effects are fully ignored. To remediate this issu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f0ea26fa18b721ad340ba0630fe1458
https://doi.org/10.1680/jmacr.22.00059
https://doi.org/10.1680/jmacr.22.00059
Autor:
Yalin Arici, Berat Feyza Soysal
Publikováno v:
Structure and Infrastructure Engineering. :1-20
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c79b414d89b9a8c1055062e92a089c74
https://doi.org/10.1080/15732479.2022.2141270
https://doi.org/10.1080/15732479.2022.2141270
Publikováno v:
Earthquake Engineering & Structural Dynamics.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a4fdc07aba4a5859350b48d489daf4a
https://doi.org/10.1002/eqe.3886
https://doi.org/10.1002/eqe.3886
Publikováno v:
Journal of Earthquake Engineering. 23:930-953
Seismic assessment of gravity dams is generally carried out using time history analyses. Scaling of the motions is commonly used; however, in contrast to buildings, the performance of scaling procedures at predicting the mean and reducing the dispers
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c0bbae6b4217b7fa3d6ee026ad846999
https://doi.org/10.1080/13632469.2017.1342298
https://doi.org/10.1080/13632469.2017.1342298
Publikováno v:
Procedia Engineering. 199:844-849
The seismic safety of dam structures is often evaluated using time history analyses conducted with a limited number of ground motions. The selection and scaling of the ground motions is usually the most effective factor determining the results of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0fea07be1a3559f6a985eb5c4136e3b5
https://doi.org/10.1016/j.proeng.2017.09.014
https://doi.org/10.1016/j.proeng.2017.09.014
Publikováno v:
Earthquake Engineering & Structural Dynamics. 45:719-737
Summary Nonlinear analysis tools are gaining prominence for the design and evaluation of concrete gravity dams. The performance limits of concrete gravity dams within the framework of performance based design are challenging to determine in compariso
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::78fec301dbcc45a7fa722a9aa801e10f
https://doi.org/10.1002/eqe.2681
https://doi.org/10.1002/eqe.2681