Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Sarira Motaref"'
Publikováno v:
Results in Engineering, Vol 21, Iss , Pp 101901- (2024)
This manuscript addresses the problem of identifying and quantifying bulging and leaning deformations in masonry retaining walls that are currently assessed with qualitative visual inspections. The primary aim of this research is to explore Structure
Externí odkaz:
https://doaj.org/article/668fecc606d14fe0b3d79fd8c9ad5422
Publikováno v:
Construction and Building Materials. 220:353-363
Concrete-filled fiber-reinforced polymer (FRP) tubes (CFFTs) present a viable alternative column system to conventional reinforced concrete for new construction. A CFFT system consists of two parts: the prefabricated FRP tube and the concrete core. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2307d83356fc4aa84b893b19dbba6840
https://doi.org/10.1016/j.conbuildmat.2019.05.194
https://doi.org/10.1016/j.conbuildmat.2019.05.194
Autor:
Alexandra Hain, Sarira Motaref
Publikováno v:
2020 ASEE Virtual Annual Conference Content Access Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dce3a0b41d45d6c20a6895bf51c85a75
https://doi.org/10.18260/1-2--34782
https://doi.org/10.18260/1-2--34782
Publikováno v:
Journal of Bridge Engineering. 19:186-199
Five one-third scale segmental bridge columns with plastic hinges incorporating different advanced materials were designed and tested on one of the shake tables at the University of Nevada, Reno. The columns were subjected to the Sylmar Earthquake re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7d2d23db5ba8c5784d931c65b5c8e97
https://doi.org/10.1061/(asce)be.1943-5592.0000518
https://doi.org/10.1061/(asce)be.1943-5592.0000518
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2202:109-116
Two one-third-scale precast concrete segmental column models with energy-dissipating plastic hinges were designed and tested on a shake table at the University of Nevada, Reno. Conventional reinforced concrete was used in the plastic hinge of one col
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d624fb5d4d6d3f008af8c94cc1f83aad
https://doi.org/10.3141/2202-14
https://doi.org/10.3141/2202-14
Autor:
Chadi Ayoub, Ashkan Vosooghi, Saiid M. Saiidi, Fatemeh Kavianipour, Melissa O’Brien, Carlos Cruz, Sarira Motaref
Publikováno v:
Performance-Based Seismic Engineering: Vision for an Earthquake Resilient Society ISBN: 9789401788748
This paper presents the highlights of several studies on seismic performance of bridges. The results showed that superelastic shape memory alloys, fiber-reinforced grouts, built-in elastomeric pads, concrete-filled fiber-reinforced polymer (FRP) colu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3a8d580a23e6f26fc21ea2463b75a2bc
https://doi.org/10.1007/978-94-017-8875-5_5
https://doi.org/10.1007/978-94-017-8875-5_5
