Zobrazeno 1 - 10
of 37
pro vyhledávání: '"Pinar Okumus"'
Autor:
Mohammad Syed, Pinar Okumus, Negar Elhami-Khorasani, Brandon E. Ross, Michael Carlos Barrios Kleiss
Publikováno v:
Resilient Cities and Structures, Vol 2, Iss 1, Pp 152-161 (2023)
This paper studies the behavior of a reinforced concrete (RC) structural frame employing a tessellated structural-architectural (TeSA) shear wall as the lateral-load resisting element. TeSA walls are made of interlocking modules (tiles) that provide
Externí odkaz:
https://doaj.org/article/c80936f801f44ec5a834ff395d6a71eb
Publikováno v:
Resilient Cities and Structures, Vol 2, Iss 1, Pp 76-90 (2023)
Traditional retrofit methods often focus on increasing the structure's strength, stiffness, or both. This may increase seismic demand on the structure and could lead to irreparable damage during a seismic event. This paper presents a retrofit method,
Externí odkaz:
https://doaj.org/article/fd262b1bb4a148e483096d8f06fe77b8
Autor:
Mohammad Syed, Pinar Okumus
Publikováno v:
Frontiers of Structural and Civil Engineering. 17:138-151
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e147576252e9ecc0a308a6cf9d808b01
https://doi.org/10.1007/s11709-022-0897-y
https://doi.org/10.1007/s11709-022-0897-y
Publikováno v:
Journal of Bridge Engineering. 28
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::39e29802460ff0bcd4ccf8981ec4a354
https://doi.org/10.1061/jbenf2.beeng-5796
https://doi.org/10.1061/jbenf2.beeng-5796
Publikováno v:
Structure and Infrastructure Engineering. :1-11
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::14a6a3e3c5151fe8d8bd377498cee5ba
https://doi.org/10.1080/15732479.2022.2052910
https://doi.org/10.1080/15732479.2022.2052910
Publikováno v:
Structure and Infrastructure Engineering. 19:708-730
The seismic resistance of reinforced concrete (RC) bridge piers reduces over time due to gradual deterioration processes, such as reinforcement corrosion. Using a ductile fiber reinforced concrete ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac33dddcc6a7dda89bd58aab59a00d87
https://doi.org/10.1080/15732479.2021.1973040
https://doi.org/10.1080/15732479.2021.1973040
Autor:
Mohammad Syed, Grace F. Crocker, Negar Elhami-Khorasani, Pinar Okumus, Brandon E. Ross, Michael Carlos Barrios Kleiss
Publikováno v:
Structures Congress 2022.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9d1a7713bb5fe0b60d4e9b3828f6cb6
https://doi.org/10.1061/9780784484180.032
https://doi.org/10.1061/9780784484180.032
Autor:
Grace F. Crocker, Sida Dai, Brandon E. Ross, Michael Carlos Kleiss, Pinar Okumus, Negar Elhami-Khorasani, Seth Moore
Publikováno v:
Structures Congress 2022.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::42176f0e54a64c4016b4a0a5aee2da13
https://doi.org/10.1061/9780784484180.031
https://doi.org/10.1061/9780784484180.031
Autor:
Mauricio Diaz Arancibia, Pinar Okumus
Publikováno v:
Structure and Infrastructure Engineering. 17:1612-1625
Characteristic cracks in skewed bridges, detrimental to service performance, form in deck acute corners and run diagonally across deck span. This paper presents the relationship between skew and de...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::50e912f2ed879c9c32296d046e90e315
https://doi.org/10.1080/15732479.2020.1818794
https://doi.org/10.1080/15732479.2020.1818794
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2674:282-292
Gravity load paths of high-skew bridges differ from the ones with no skew. High skew can also lead to stresses or displacements that adversely affect service performance. This paper demonstrates the effects of skew on bridges through finite element a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bec41f4d950e51a3be381feb6d40b8d3
https://doi.org/10.1177/0361198120914617
https://doi.org/10.1177/0361198120914617