Zobrazeno 1 - 10
of 50
pro vyhledávání: '"Ronald D. Ziemian"'
Publikováno v:
Data in Brief, Vol 39, Iss , Pp 107564- (2021)
A sample of twenty-two steel benchmark frames was formed and used to investigate the accuracy of a single increment predictor-corrector (SIPC) solution scheme; an approximate method of second-order elastic analysis. Each of the frames is based on a s
Externí odkaz:
https://doaj.org/article/c195c64d5d3e4590af11b528907c6cf5
Publikováno v:
Journal of Structural Engineering. 149
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::136409513049a2ff3001d8da39aa13cc
https://doi.org/10.1061/jsendh.steng-11670
https://doi.org/10.1061/jsendh.steng-11670
Publikováno v:
Journal of Structural Engineering. 147
The beam–column element analysis method has been extensively adopted in practice, relying on the robustness of its element formulation. Steel members with open sections are commonly used; t...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f0170a8322df47c9b4318d161ed5a09
https://doi.org/10.1061/(asce)st.1943-541x.0003185
https://doi.org/10.1061/(asce)st.1943-541x.0003185
Publikováno v:
Journal of Constructional Steel Research. 199:107595
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d59a5f092b316dab24abc5b78c389ac1
https://doi.org/10.1016/j.jcsr.2022.107595
https://doi.org/10.1016/j.jcsr.2022.107595
Publikováno v:
Journal of Constructional Steel Research. 198:107537
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8b76d41cefee37c34b214b52b6e86e4d
https://doi.org/10.1016/j.jcsr.2022.107537
https://doi.org/10.1016/j.jcsr.2022.107537
Publikováno v:
Thin-Walled Structures. 175:109198
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4912b7019b0231fc3fe16ef807144106
https://doi.org/10.1016/j.tws.2022.109198
https://doi.org/10.1016/j.tws.2022.109198
Publikováno v:
Thin-Walled Structures. 132:287-301
Non-symmetric thin-walled open-sections are used extensively in metal structures. The behaviour of such sections is usually complex because their shear centre and centroid do not coincide, and as a result, they are often susceptible to lateral-torsio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6430f43b5bd82cfc8eaa84e9f0c664f9
https://doi.org/10.1016/j.tws.2018.07.044
https://doi.org/10.1016/j.tws.2018.07.044
Publikováno v:
Steel Construction. 11:24-29
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::afed115fca34b46e256722eb79888ce5
https://doi.org/10.1002/stco.201810011
https://doi.org/10.1002/stco.201810011
Publikováno v:
Thin-Walled Structures. 169:108407
This study investigated the response of non-symmetric cross sections using line finite element models that were created with conventional elements that assumed a doubly symmetric response and sophisticated elements that included additional non-symmet
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::24d3284b180ec5189ea97ed64e7ad8be
https://doi.org/10.1016/j.tws.2021.108407
https://doi.org/10.1016/j.tws.2021.108407
Publikováno v:
Journal of Constructional Steel Research. 186:106870
Most structural design codes require the consideration of geometric nonlinearities or second-order effects. Analysis of second-order forces and moments in structural members requires the solution of a nonlinear system of equilibrium equations. There
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::338de68831a0b4691b1484894910f4c8
https://doi.org/10.1016/j.jcsr.2021.106870
https://doi.org/10.1016/j.jcsr.2021.106870