Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Anthony Battistini"'
Autor:
Anthony Battistini
Publikováno v:
2021 ASEE Virtual Annual Conference Content Access Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::060e20d0d905cc2eac388f1c5e5a536d
https://doi.org/10.18260/1-2--36592
https://doi.org/10.18260/1-2--36592
Using Themes and Pop Culture References to Make Introductory Civil Engineering Courses More Engaging
Autor:
Anthony Battistini
Publikováno v:
2019 ASEE Annual Conference & Exposition Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::69c22482ecc34c88d8bf14aa510d5ffe
https://doi.org/10.18260/1-2--33521
https://doi.org/10.18260/1-2--33521
Autor:
Anthony Battistini
Publikováno v:
2020 ASEE Virtual Annual Conference Content Access Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9348aaf961609f858c2269e582a88f4
https://doi.org/10.18260/1-2--34849
https://doi.org/10.18260/1-2--34849
Autor:
Anthony Battistini
Publikováno v:
2020 ASEE Virtual Annual Conference Content Access Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bde10981d607f5e9ce10880655f2be68
https://doi.org/10.18260/1-2--35715
https://doi.org/10.18260/1-2--35715
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2200:29-35
Cross frames and diaphragms play an important role in stabilizing straight steel girders. Commonly used connections between these braces and the steel girders can introduce flexibility, which can have detrimental effects on the bracing behavior, part
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b91e7390a6cb878a76ef93efadfc958b
https://doi.org/10.3141/2200-04
https://doi.org/10.3141/2200-04
Publikováno v:
Journal of Bridge Engineering. 19
Warping restraining devices can result in substantial improvements in the girder elastic buckling capacity; however, calculating this increase can be complex. This paper presents a simplified method to evaluate the increase in elastic buckling streng
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1fb4f7469a15019bb686ddd6b305790a
https://doi.org/10.1061/(asce)be.1943-5592.0000550
https://doi.org/10.1061/(asce)be.1943-5592.0000550
Publikováno v:
Structures Congress 2009.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c85c56641323d8bedec6b3ac8914d3ff
https://doi.org/10.1061/41031(341)2
https://doi.org/10.1061/41031(341)2