Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Xiaone Wei"'
Autor:
Xiaone Wei, Michel Bruneau
Publikováno v:
International Journal of Steel Structures. 23:80-95
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86391d3754fb4a40b0e9a1a687ab6520
https://doi.org/10.1007/s13296-022-00679-y
https://doi.org/10.1007/s13296-022-00679-y
Autor:
Michel Bruneau, Xiaone Wei
Publikováno v:
Earthquake Engineering and Engineering Vibration. 17:235-250
In the AASHTO Guide Specifications for Seismic Bridge Design Provisions, ductile diaphragms are identified as Permissible Earthquake-Resisting Elements (EREs), designed to help resist seismic loads applied in the transverse direction of bridges. When
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7932d645cba541a5e07eb93aa725c08
https://doi.org/10.1007/s11803-018-0438-9
https://doi.org/10.1007/s11803-018-0438-9
Autor:
Michel Bruneau, Xiaone Wei
Publikováno v:
Engineering Structures. 141:634-650
The AASHTO Guide Specifications for Seismic Bridge Design includes provisions for the design of ductile diaphragms as Permissible Earthquake-Resisting Elements (EREs) to resist seismic loads applied in the transverse direction of bridges. However, tw
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8086da64041358f4fcf8ef369bd03335
https://doi.org/10.1016/j.engstruct.2017.03.034
https://doi.org/10.1016/j.engstruct.2017.03.034
Publikováno v:
Journal of Bridge Engineering. 24
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::37bcb30b107819c45ed795f2a6e23a2b
https://doi.org/10.1061/(asce)be.1943-5592.0001365
https://doi.org/10.1061/(asce)be.1943-5592.0001365
Autor:
Xiaone Wei, Michel Bruneau
Publikováno v:
Journal of Structural Engineering. 144
Quasi-static experiments were conducted to subject buckling restrained braces (BRBs) to a regime of relative end displacements demands to investigate if the BRBs’ end connections could be a...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e8a41345ac42cff5b604a0143c7cb8c
https://doi.org/10.1061/(asce)st.1943-541x.0002042
https://doi.org/10.1061/(asce)st.1943-541x.0002042
Autor:
Xiaone Wei, Michel Bruneau
Publikováno v:
Journal of Bridge Engineering. 21
In seismic design, bridges are typically designed to undergo inelastic deformations during a severe earthquake. In those instances, most of the seismic energy is dissipated through hysteretic behavior of the critical load-resisting components, which
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c256aa5700056194a511d393fc07e7b
https://doi.org/10.1061/(asce)be.1943-5592.0000854
https://doi.org/10.1061/(asce)be.1943-5592.0000854