Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Tommy Cousins"'
Publikováno v:
Journal of Performance of Constructed Facilities. 35
A live-load test was conducted on an in-service bridge containing flat precast concrete slabs. The purpose of the test was to evaluate transverse load distribution and efficiency of the lon...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7034c0e383691b822d5b481de9486140
https://doi.org/10.1061/(asce)cf.1943-5509.0001543
https://doi.org/10.1061/(asce)cf.1943-5509.0001543
Publikováno v:
Journal of Performance of Constructed Facilities. 34
Live load tests were conducted on an in-service bridge containing decked Northeast Extreme Tee (NEXT-D) girders. The purpose of the tests was to evaluate transverse load distribution and to...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8b6c8b25b809e864d875c39df2721e00
https://doi.org/10.1061/(asce)cf.1943-5509.0001452
https://doi.org/10.1061/(asce)cf.1943-5509.0001452
Live-Load Testing and Long-Term Monitoring of the Varina-Enon Bridge: Investigating Thermal Distress
Publikováno v:
Journal of Bridge Engineering. 23
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::69b9d3746a3c5be5277b1de5c5e0ff19
https://doi.org/10.1061/(asce)be.1943-5592.0001200
https://doi.org/10.1061/(asce)be.1943-5592.0001200
Publikováno v:
Journal of Composites for Construction. 21
Traditional methods used to repair prestressed concrete (PC) girders subjected to impact damage due to overheight vehicles include strand splicing and external posttensioning. These methods...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e2156595204d29b983cbb250d03192d
https://doi.org/10.1061/(asce)cc.1943-5614.0000773
https://doi.org/10.1061/(asce)cc.1943-5614.0000773
Publikováno v:
Journal of Bridge Engineering. 22
The composite inverted T-slab bridge system provides an accelerated bridge construction alternative for short- to medium-span bridges with spans ranging from 6.1 to 20 m. The system consists of adjacent precast inverted T-slabs with a cast-in-place (
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4fb8132402957230b91080ef382c841c
https://doi.org/10.1061/(asce)be.1943-5592.0000974
https://doi.org/10.1061/(asce)be.1943-5592.0000974
Publikováno v:
Journal of Performance of Constructed Facilities. 30
Short- to medium-span composite bridges constructed with adjacent precast inverted T-beams and cast-in-place topping are intended to provide a higher degree of resistance against reflective cracking and time-dependent effects compared with voided sla
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b9db9551ccd3d8db64a918a0c9672a0d
https://doi.org/10.1061/(asce)cf.1943-5509.0000901
https://doi.org/10.1061/(asce)cf.1943-5509.0000901
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