Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Waider Wong"'
Dynamic Response and Progressive Collapse of a Long-Span Suspension Bridge Induced by Suspender Loss
Autor:
Hongfan Wang, Qian Chen, Anil K. Agrawal, Sherif El-Tawil, Baidurya Bhattacharya, Waider Wong
Publikováno v:
Journal of Structural Engineering. 148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9d9b6d654cc9b1a96084b99094fc52e
https://doi.org/10.1061/(asce)st.1943-541x.0003367
https://doi.org/10.1061/(asce)st.1943-541x.0003367
Publikováno v:
Journal of Bridge Engineering. 26
Current specifications for concrete barrier design (AASHTO-LRFD Section 13) indicate that the yield line method (YLM) should be used to ensure that a barrier has the adequate flexural capa...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48b028a71681661082dccc96ab04a326
https://doi.org/10.1061/(asce)be.1943-5592.0001789
https://doi.org/10.1061/(asce)be.1943-5592.0001789
Publikováno v:
Journal of Bridge Engineering. 26
The impact force time history obtained from a crash test or high-fidelity simulation is usually contaminated by numerical noise. The noise signal usually appears as a series of short durat...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a033c58a9c8ae192eebfb8c513f7fd21
https://doi.org/10.1061/(asce)be.1943-5592.0001806
https://doi.org/10.1061/(asce)be.1943-5592.0001806
Publikováno v:
Journal of Bridge Engineering. 26
A validated computational model is used to investigate the response of concrete barriers subjected to impact by single-unit trucks and tractor-semitrailers with different weights and appro...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aaf1cc5296e929f3089906d2840b4e47
https://doi.org/10.1061/(asce)be.1943-5592.0001751
https://doi.org/10.1061/(asce)be.1943-5592.0001751
Publikováno v:
Journal of Bridge Engineering. 25
A risk-based method implemented within a performance-based design framework is proposed for protecting bridge piers subject to truck impact. Monte Carlo simulations are performed to calcul...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6bcbc513c1604a0fc44791c5285caa2b
https://doi.org/10.1061/(asce)be.1943-5592.0001618
https://doi.org/10.1061/(asce)be.1943-5592.0001618
Publikováno v:
Journal of Bridge Engineering. 25
In January 2016, the FHWA and AASHTO announced a joint agreement that only bridge railing and longitudinal barriers evaluated using the 2016 edition of Manual for Assessing Safety Hardware...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::03bfc2d03881d365db0422253e91381d
https://doi.org/10.1061/(asce)be.1943-5592.0001570
https://doi.org/10.1061/(asce)be.1943-5592.0001570
Publikováno v:
Engineering Structures. 237:112215
Overheight truck impact can cause extensive damage to highway bridges and even lead to bridge collapse. Recent survey data indicates that the majority of overheight impact accidents were caused by tractor-semitrailers. However, the conditions under w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::707062fd45a4fd1c5bf33923f457448d
https://doi.org/10.1016/j.engstruct.2021.112215
https://doi.org/10.1016/j.engstruct.2021.112215
Publikováno v:
Journal of Bridge Engineering. 24
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d87d5c9f0f8811feb8ef3586432caae7
https://doi.org/10.1061/(asce)be.1943-5592.0001414
https://doi.org/10.1061/(asce)be.1943-5592.0001414
Publikováno v:
Journal of Bridge Engineering. 24
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98f7dba7f9b70646cdc99ff17fca02d7
https://doi.org/10.1061/(asce)be.1943-5592.0001423
https://doi.org/10.1061/(asce)be.1943-5592.0001423
Publikováno v:
Journal of Bridge Engineering. 24
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6829d1efa4f23d39ac07bd27feb4a944
https://doi.org/10.1061/(asce)be.1943-5592.0001398
https://doi.org/10.1061/(asce)be.1943-5592.0001398