Zobrazeno 1 - 10
of 41
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
Publikováno v:
Journal of Bridge Engineering. 28
Publikováno v:
Computer-Aided Civil and Infrastructure Engineering.
Publikováno v:
Structure and Infrastructure Engineering. :1-11
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 ...
Autor:
Mohammad Syed, Grace F. Crocker, Negar Elhami-Khorasani, Pinar Okumus, Brandon E. Ross, Michael Carlos Barrios Kleiss
Publikováno v:
Structures Congress 2022.
Autor:
Grace F. Crocker, Sida Dai, Brandon E. Ross, Michael Carlos Kleiss, Pinar Okumus, Negar Elhami-Khorasani, Seth Moore
Publikováno v:
Structures Congress 2022.
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...