Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Bahram Rezayibana"'
Autor:
Bahram Rezayibana
Publikováno v:
Journal of Structural and Construction Engineering, Vol 7, Iss شماره ویژه 4, Pp 46-63 (2021)
The direct displacement based-design is a design method that has a simplified procedure to design of structural member and in recent years, has been developed to design of structures by the researchers. This method was first established just for conc
Externí odkaz:
https://doaj.org/article/8b254b0ed74044fb81fa9aad6db9f004
Autor:
Bahram Rezayibana
Publikováno v:
Journal of Structural and Construction Engineering, Vol 7, Iss 2, Pp 46-59 (2020)
Near-field earthquakes have two important effects, Forward Directivity and Fling-step, in which Forward Directivity depends on the direction of occurrence of an earthquake, and Fling-step happens due to permanent displacement of the earth due to tect
Externí odkaz:
https://doaj.org/article/991b1f8dd26b4546bfb2fbc0449226aa
Publikováno v:
Modeling Earth Systems and Environment. 8:1379-1389
Near-field earthquakes with a fling-step effect cause a permanent displacement at the end of the displacement record, which can affect the response of structures. Fling step is induced by permanent static displacement of the ground that is noticeable
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::043744517e3598a68797a8ba50e6f24f
https://doi.org/10.1007/s40808-021-01160-1
https://doi.org/10.1007/s40808-021-01160-1
Autor:
Mahmood Yahyai, Bahram Rezayibana
Publikováno v:
Numerical Methods in Civil Engineering. 1:34-45
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b04bdfe32705371bb28e901b25960d56
https://doi.org/10.29252/nmce.1.3.34
https://doi.org/10.29252/nmce.1.3.34
Autor:
Mahmood Yahyai, Bahram Rezayibana
Publikováno v:
Engineering Structures. 135:236-245
Induced non-structural damages due to strong ground motion can affect the performance levels of a building. Special concentrically-braced frames are used in high and moderate seismicity regions because of high ductility and energy absorption capacity
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::58229d8ae042632934ae19c0a3767e0c
https://doi.org/10.1016/j.engstruct.2017.01.003
https://doi.org/10.1016/j.engstruct.2017.01.003
Autor:
Mahmood Yahyai, Bahram Rezayibana
Publikováno v:
International Journal of Steel Structures. 15:541-555
There are two approaches most widely used in the literature to determine damping: steady-state harmonic excitation and the earthquake excitation approach. Using these approaches, different expressions have been developed to determine damping of struc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f72eacf0e45456cc130a962eb4ba6332
https://doi.org/10.1007/s13296-015-9003-9
https://doi.org/10.1007/s13296-015-9003-9
Autor:
Mahmood Yahyai, Bahram Rezayibana
Publikováno v:
Bulletin of Earthquake Engineering. 13:2945-2971
The effect of near-fault earthquakes on the effective period of special concentrically-braced frames is studied in this paper. The effective period is one of the most important parameters in direct displacement-based design. Given the effective perio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3f878a9f61fd65b4f4073232a879a38b
https://doi.org/10.1007/s10518-015-9749-7
https://doi.org/10.1007/s10518-015-9749-7
Publikováno v:
Earthquake Engineering and Engineering Vibration. 10:211-218
In this paper, the effect of pulse-type motions caused by forward directivity that can release huge amounts of energy in a short time period is studied on a telecommunication tower. Since telecommunication towers have longer periods, they are not as
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c0a71e214cfe680a404f1310d4126cfe
https://doi.org/10.1007/s11803-011-0059-z
https://doi.org/10.1007/s11803-011-0059-z
Publikováno v:
The Structural Design of Tall and Special Buildings. 18:877-890
Milad Tower is a 436-m-tall telecommunications tower ranked as the fourth tallest structure of its kind in the world. The study of its seismic behaviour is of great importance as it is located in a highly seismic-prone region. Because of the existenc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e7a57593b266bb00d321c1832ee2e07
https://doi.org/10.1002/tal.468
https://doi.org/10.1002/tal.468