Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Michelle Rambo-Roddenberry"'
Publikováno v:
Structures. 35:1191-1203
Stainless steel reinforcing rebars and prestressing strands are viable alternatives to carbon steel materials for prestressed concrete structures in extremely aggressive environments. They offer better durability and require less maintenance. This st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2aace670ba5cd7297894c4ae01a2ae37
https://doi.org/10.1016/j.istruc.2021.08.134
https://doi.org/10.1016/j.istruc.2021.08.134
Publikováno v:
Journal of Bridge Engineering. 27
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f4d26fffc4745ba91f6389ff95d1a9de
https://doi.org/10.1061/(asce)be.1943-5592.0001899
https://doi.org/10.1061/(asce)be.1943-5592.0001899
Publikováno v:
Journal of Bridge Engineering. 26
Stainless steel strands are a new technology and option available for the bridge industry. They have high corrosion resistance, which will result in more durable and low-maintenance concre...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4266c374b82321439ed8b57ac6f0765d
https://doi.org/10.1061/(asce)be.1943-5592.0001765
https://doi.org/10.1061/(asce)be.1943-5592.0001765
Publikováno v:
PCI Journal. 66
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::16f23461c0240d203849795d1ccb90b3
https://doi.org/10.15554/pcij66.4-01
https://doi.org/10.15554/pcij66.4-01
Publikováno v:
ACI Structural Journal. 118
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97d1e6eea76d011dc4ed272761c81bc4
https://doi.org/10.14359/51730541
https://doi.org/10.14359/51730541
Publikováno v:
Journal of Earthquake Engineering. 17:1063-1081
In the present article, the gain matrix for active devices placed directly between masses on a truss tower is transformed for devices placed at multiple levels between masses. The transformed gains are then used with the single-mode approach to deter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::530296c7ccb450735a84c2c424bfcb3a
https://doi.org/10.1080/13632469.2013.788460
https://doi.org/10.1080/13632469.2013.788460
Barrier Effect on Transverse Load Distribution for Prestressed Concrete Segmental Box Girder Bridges
Publikováno v:
Journal of Bridge Engineering. 21
Barriers are purposely omitted from the structural analysis for bridge design or load rating. They are not considered as primary structural members because, after a forceful collision, they may sustain some structural damage and would no longer stren
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::92a0e07d43be0feb717bc3288819b140
https://doi.org/10.1061/(asce)be.1943-5592.0000814
https://doi.org/10.1061/(asce)be.1943-5592.0000814
Publikováno v:
Journal of Architectural Engineering. 18:199-205
This paper presents the results of impact tests on a roof system constructed with expanded metal mesh welded to a steel frame. The roof system was designed to be installed on a masonry structure that will protect an emergency power generator at a spe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b0df687bca2b9e724eb2075959952b5d
https://doi.org/10.1061/(asce)ae.1943-5568.0000079
https://doi.org/10.1061/(asce)ae.1943-5568.0000079
Publikováno v:
Structural Control and Health Monitoring. 19:723-745
SUMMARY In the proposed work, numerical simulations are conducted to investigate scissor-jack dampers for controlling vibrations in a seismically excited flexible truss tower. For the scissor-jack damper, new equations are developed to model the ampl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ae5fc4c0bb36add62c6978f5732d308b
https://doi.org/10.1002/stc.465
https://doi.org/10.1002/stc.465
Publikováno v:
Journal of Bridge Engineering. 15:671-683
This paper presents the results from a study on the deterioration patterns of highway bridges, using estimated sojourn times of bridge components in various deterioration states (condition). With emphasis on the age that the bridge leaves a specified
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::94b00ec0dc3b521ff5a10897c7d0b083
https://doi.org/10.1061/(asce)be.1943-5592.0000074
https://doi.org/10.1061/(asce)be.1943-5592.0000074