Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Benjamin Z. Dymond"'
Publikováno v:
Journal of Composites for Construction. 26
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e44712f5bd6ac25297b64b6bcc5814ad
https://doi.org/10.1061/(asce)cc.1943-5614.0001189
https://doi.org/10.1061/(asce)cc.1943-5614.0001189
Autor:
Benjamin Z. Dymond, Scott A. Asperheim
Publikováno v:
PCI Journal. 66
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::caba73a9a33618ced58dd55f40758d89
https://doi.org/10.15554/pcij66.4-02
https://doi.org/10.15554/pcij66.4-02
Autor:
Corin Treat, Benjamin Z. Dymond
Publikováno v:
Journal of Bridge Engineering. 26
Bridge decks were constructed in Minnesota from 1973 to 1989 with mixed reinforcement, meaning a top mat of epoxy-coated reinforcement and a bottom mat of uncoated reinforcement, to reduce...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2ec231fc8262c62ae839f175d7b22b50
https://doi.org/10.1061/(asce)be.1943-5592.0001694
https://doi.org/10.1061/(asce)be.1943-5592.0001694
Autor:
Benjamin Z. Dymond, Connor Mills
Publikováno v:
Journal of Bridge Engineering. 26
Post-installed reinforcing bars are often used to connect new concrete elements to existing concrete structures. Bridge designers frequently specify post-installed epoxy-coated reinforcing...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::02e24eaffe3ecd75c2bb8e83c7047aa1
https://doi.org/10.1061/(asce)be.1943-5592.0001667
https://doi.org/10.1061/(asce)be.1943-5592.0001667
Publikováno v:
ACI Materials Journal. 117
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aad19491abb1ecb25bf75a97ff71a027
https://doi.org/10.14359/51716749
https://doi.org/10.14359/51716749
Publikováno v:
Journal of Civil Engineering Education. 146
The objectives of this study were to investigate the cognitive Bloom’s taxonomy levels achieved in an introductory reinforced concrete design course, determine if the Bloom’s levels assigne...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7880a4ed7ee4ad35dbd9786d43f76e1
https://doi.org/10.1061/(asce)ei.2643-9115.0000002
https://doi.org/10.1061/(asce)ei.2643-9115.0000002
Publikováno v:
PCI Journal. 65
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e023cf2f29f301bfadc97fab560ad3c9
https://doi.org/10.15554/pcij65.2-03
https://doi.org/10.15554/pcij65.2-03
Publikováno v:
Journal of Bridge Engineering. 24
A numerical parametric study was conducted with two primary objectives: (1) to investigate the accuracy of existing AASHTO shear distribution factors for prestressed concrete girder bridges...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6467a5f59c51ce9cf4d5e75b831dd11e
https://doi.org/10.1061/(asce)be.1943-5592.0001495
https://doi.org/10.1061/(asce)be.1943-5592.0001495
Publikováno v:
Journal of Bridge Engineering. 15:615-618
Lightweight self-consolidating concrete (LWSCC) is advantageous in the bridge industry because members made with this material have a significantly lower self-weight, and in its fresh state, LWSCC has a low viscosity which eliminates the need for vib
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6d8b402e34a8c0ae7172ea3d3d7d5d3d
https://doi.org/10.1061/(asce)be.1943-5592.0000096
https://doi.org/10.1061/(asce)be.1943-5592.0000096
Autor:
Carin L. Roberts-Wollmann, Benjamin Z. Dymond, Andrea J. Schokker, Susan E. Bowers, Thomas E. Cousins
Publikováno v:
Journal of Performance of Constructed Facilities. 23:382-390
This paper presents the results of a detailed inspection of the deck panels of the Woodrow Wilson Bridge installed in 1982. The original cast-in-place concrete deck, constructed in 1962, was replaced with full-depth lightweight precast concrete deck
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::70083aa42d209f23a611e5d111efcef2
https://doi.org/10.1061/(asce)cf.1943-5509.0000046
https://doi.org/10.1061/(asce)cf.1943-5509.0000046