Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Hamid MohammadNezhad"'
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 47:1585-1598
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b002322f1c49032cb07ee74f7c9dc48c
https://doi.org/10.1007/s40996-022-00993-9
https://doi.org/10.1007/s40996-022-00993-9
Publikováno v:
Frontiers of Structural and Civil Engineering. 15:346-363
Seismic modeling of massive structures requires special caution, as wave propagation effects significantly affect the responses. This becomes more crucial when the path-dependent behavior of the material is considered. The coexistence of these condit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b78f79e85131f2a078740db8b1f2414
https://doi.org/10.1007/s11709-021-0694-z
https://doi.org/10.1007/s11709-021-0694-z
Publikováno v:
Numerical Methods in Civil Engineering. 4:1-10
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2741f18679321df688031366c5e10eb1
https://doi.org/10.52547/nmce.4.4.1
https://doi.org/10.52547/nmce.4.4.1
Publikováno v:
Earthquake Engineering and Engineering Vibration. 18:203-218
One of the main concerns in using commercial software for finite element analyses of dam-foundation-reservoir systems is that the simplifying assumptions of the massless foundation are unreliable. In this study, an appropriate direct finite element m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0d28f59b3f70d08b8e9de524af89b490
https://doi.org/10.1007/s11803-019-0499-4
https://doi.org/10.1007/s11803-019-0499-4
Publikováno v:
Soil Dynamics and Earthquake Engineering. 116:174-184
Seismic analysis of complex structures such as concrete dams has been the subject of numerous studies. One of the challenges in seismic analysis of such systems is proper modelling of massed foundation. Since concrete dams’ foundations are usually
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bc944a127faff5fbacdd324eb3923408
https://doi.org/10.1016/j.soildyn.2018.09.041
https://doi.org/10.1016/j.soildyn.2018.09.041
Publikováno v:
International Journal of Civil Engineering. 17:473-480
Concrete dams are one of the most important infrastructures in every country and the seismic safety assessment of them is a major task in dam engineering field. Dam–foundation–reservoir system analysis is a complex interaction problem because thi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a52859007d2b5e082a69f793013939a1
https://doi.org/10.1007/s40999-018-0325-9
https://doi.org/10.1007/s40999-018-0325-9
Publikováno v:
Scientia Iranica.
Numerical simulation of dam-foundation-fault system, considering the earthquake source, propagation path, and local site e ects, was carried out for realistic and reasonable seismic safety analysis of concrete dams. The Domain Reduction Method (DRM)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9c04482028379a890c20702de81b9e25
https://doi.org/10.24200/sci.2018.20696
https://doi.org/10.24200/sci.2018.20696