Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Dong Y. Yoon"'
Publikováno v:
KSCE Journal of Civil Engineering. 9:125-133
The elastic flexural-torsional buckling behavior of beams with nonuniform members is investigated by using finite-element analysis. From the investigation of the finite-element analysis, new moment gradient modifier for calculating the flexural-tors
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::476c5fe585f2c3380c9141032151874f
https://doi.org/10.1007/bf02829066
https://doi.org/10.1007/bf02829066
Publikováno v:
Journal of Constructional Steel Research. 61:113-131
This paper presents a series of parametric studies on the effect of access holes on the strength of the load-bearing diaphragms in steel box girder bridges. These parameters include the number of bearings, initial imperfections, the size and location
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e7e0725404af6ddb796b621a43c1d32
https://doi.org/10.1016/j.jcsr.2004.07.005
https://doi.org/10.1016/j.jcsr.2004.07.005
Publikováno v:
Thin-Walled Structures. 42:59-77
Elastomeric bearing systems (elastomeric bearing pads or steel-reinforced elastomeric bearings) are used widely as a low cost option as well as for minimal maintenance. In elastomeric bearing components, the sole plates are important so as to resist
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1248dd3d60e9a877e260be19ff8bce25
https://doi.org/10.1016/s0263-8231(03)00123-x
https://doi.org/10.1016/s0263-8231(03)00123-x
Publikováno v:
Journal of Structural Engineering. 129:1607-1614
The equation for the required area of the intermediate transverse stiffener stipulated in the current AASHTO and AISC specifications was derived under the assumption that the transverse stiffener is subjected to an axial compression resulting from di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3a436ef036bbf36d7175ca4763aae039
https://doi.org/10.1061/(asce)0733-9445(2003)129:12(1607)
https://doi.org/10.1061/(asce)0733-9445(2003)129:12(1607)
Publikováno v:
Journal of Structural Engineering. 128:1379-1386
In box girders with wide flanges, an uneven flange stress distribution (the flexural normal stress is greater at the edges than that at the center of the flange), so-called shear lag (or positive shear lag), may occur following the characteristics of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d4c23ccc4faae2a9dc0ecbac33852b3
https://doi.org/10.1061/(asce)0733-9445(2002)128:11(1379)
https://doi.org/10.1061/(asce)0733-9445(2002)128:11(1379)
Publikováno v:
Journal of Structural Engineering. 128:337-345
Current AASHTO and AISC specifications require that an intermediate transverse stiffener attached on the shear web panel be designed not only to have a proper bending rigidity to meet the simply supported condition when the web panel buckles, but to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf33af89cc4b831a7cdccab1fbf31889
https://doi.org/10.1061/(asce)0733-9445(2002)128:3(337)
https://doi.org/10.1061/(asce)0733-9445(2002)128:3(337)
Publikováno v:
Journal of Structural Engineering. 130:1861-1862
In this article, the original researchers (Lee et al) reply to a commentary on their study of shear lag anomaly in box girders. These authors originally reported that the source of the shear lag-aftereffect is positive shear lag, positive shear lag c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb03f9542de494058f82eadd2ce87683
https://doi.org/10.1061/(asce)0733-9445(2004)130:11(1861)
https://doi.org/10.1061/(asce)0733-9445(2004)130:11(1861)