Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Gilbert Y. Grondin"'
Publikováno v:
Journal of Constructional Steel Research. 186:106909
Multi-sided steel tubular sections are commonly used in many structures such as high mast lighting and sign supports. Current AASHTO standard for Structural Supports for Highway Signs, Luminaires, and Traffic Signals provides width-thickness limits t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4fb2163d9d2b8cd871ae0d7f2cb1ad21
https://doi.org/10.1016/j.jcsr.2021.106909
https://doi.org/10.1016/j.jcsr.2021.106909
Autor:
Anjan K. Bhowmick, Gilbert Y. Grondin
Publikováno v:
Engineering Structures. 114:48-60
I-shape steel columns in many old bridges can be rehabilitated by welding steel plates to the flanges of the existing columns. However, the effect of welding residual stresses, initial imperfections, and column load at the time the reinforcing plates
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10a0759373fe32ffb8b9396b096af18c
https://doi.org/10.1016/j.engstruct.2016.01.032
https://doi.org/10.1016/j.engstruct.2016.01.032
Publikováno v:
IABSE Symposium, Vancouver 2017: Engineering the Future.
The new 102nd Avenue Bridge over Groat Road in Edmonton, Alberta, Canada is a 113 m long “character” bridge that spans over Groat Road which is located in a 22 m deep ravine. The bridge replaced a 104 year old bridge on steel trestles. The select
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d339de6cea9919410f53ef9844f523d9
https://doi.org/10.2749/vancouver.2017.2763
https://doi.org/10.2749/vancouver.2017.2763
Publikováno v:
Journal of Constructional Steel Research. 94:103-113
The behaviour of unstiffened steel plate shear walls with circular perforations in the infill plates is examined. A shear strength model of the infill plate with multiple circular openings is proposed based on a strip model. Eight perforation pattern
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6038d7ba306cd45160c18d9340e36c37
https://doi.org/10.1016/j.jcsr.2013.11.006
https://doi.org/10.1016/j.jcsr.2013.11.006
Publikováno v:
Journal of Structural Engineering. 137:811-821
This paper presents a numerical study of the block shear strength and behavior of coped beams with welded end connections. The finite-element (FE) method was employed to predict the structural behavior and block shear capacity of specimens tested dur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::035be6192e86bed3f666cc83fca55bf3
https://doi.org/10.1061/(asce)st.1943-541x.0000343
https://doi.org/10.1061/(asce)st.1943-541x.0000343
Publikováno v:
Engineering Structures. 33:1883-1893
Seismic design codes generally specify empirical formulae to estimate the fundamental vibration periods of buildings. Currently, most building codes provide the same empirical formula to estimate the fundamental periods for steel plate shear walls an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b9b42eeaeb8d8bbfd1528b4bcf1bb792
https://doi.org/10.1016/j.engstruct.2011.02.010
https://doi.org/10.1016/j.engstruct.2011.02.010
Publikováno v:
Journal of Structural Engineering. 137:521-530
This paper presents a capacity design procedure that aims to achieve good seismic performance for steel-plate shear walls and improve the overall economy of the system. The proposed method uses indirect capacity design principles to identify the infi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fd07c80e38cd72ad4f4e328d0963dc78
https://doi.org/10.1061/(asce)st.1943-541x.0000303
https://doi.org/10.1061/(asce)st.1943-541x.0000303
Autor:
Gilbert Y. Grondin, Ian MacPhedran
Publikováno v:
Canadian Journal of Civil Engineering. 38:141-153
A simple alternative equation for the calculation of the strength of laterally unbraced structural steel beams is presented herein. This equation uses a format similar to the present steel column design curve in the Canadian structural steel design s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d5657a499537c3f0e96e634bb914a0da
https://doi.org/10.1139/l10-114
https://doi.org/10.1139/l10-114
Publikováno v:
Journal of Constructional Steel Research. 66:1398-1410
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5a711103a9420f0347a386abeba296d8
https://doi.org/10.1016/j.jcsr.2010.05.010
https://doi.org/10.1016/j.jcsr.2010.05.010
Publikováno v:
Canadian Journal of Civil Engineering. 37:88-98
A finite element model is developed to study the behaviour of unstiffened steel plate walls. The model includes both material and geometric nonlinearities and strain rate effects. The model is first validated using the results from quasistatic and dy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3dc575e096038e229d11e43731d46df4
https://doi.org/10.1139/l09-126
https://doi.org/10.1139/l09-126