Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Stephen D. Robert"'
Autor:
Mohammed H. Saffarini, Zhen Chen, Ahmed Elbelbisi, Hani Salim, Kyle Perry, Andrew L. Bowman, Stephen D. Robert
Publikováno v:
Buildings, Vol 14, Iss 10, p 3137 (2024)
Verifying and validating explosion-resistant design models are challenging tasks due to the difficulties in accurately capturing the failure evolution within a setup influenced by the combined effects of fluid–solid interactions (FSI), blast waves,
Externí odkaz:
https://doaj.org/article/56021287d45d4e7f8f821cbde752b28d
Publikováno v:
International Journal of Impact Engineering. 75:162-173
This paper presents research on the response and behavior of both high strength concrete (107 MPa) and normal strength concrete (27.6 MPa) slabs doubly reinforced with high strength low alloy vanadium (HSLA-V) reinforcement (VR) and conventional stee
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7c3c5ff91f427c9c9bb8e5123f1ed13
https://doi.org/10.1016/j.ijimpeng.2014.07.018
https://doi.org/10.1016/j.ijimpeng.2014.07.018
Autor:
Yihai Bao, Joseph A. Main, Vincent P. Chiarito, Fahim Sadek, Jorge O. Torres, Hai S. Lew, Stephen D. Robert
Publikováno v:
PCI Journal. 62
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e3fb747439a4b718d3948073914bdd4
https://doi.org/10.15554/pcij62.5-02
https://doi.org/10.15554/pcij62.5-02
Publikováno v:
Journal of Structural Engineering. 139:98-107
This paper presents an experimental study of two full-scale steel beam-column assemblies, each comprising three columns and two beams, to (1) define their response characteristics under a column-removal scenario, including the capacity of the beams a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::abd3cc7569c51e71f06f99594d99417a
https://doi.org/10.1061/(asce)st.1943-541x.0000618
https://doi.org/10.1061/(asce)st.1943-541x.0000618
Publikováno v:
SP-281: Behavior of Concrete Structures Subjected to Blast and Impact.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f734a3017b1ffcc6a2e36c175cd0dab8
https://doi.org/10.14359/51683624
https://doi.org/10.14359/51683624
Publikováno v:
SP-281: Behavior of Concrete Structures Subjected to Blast and Impact.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86da4a5741762a3534140b86df1ba95d
https://doi.org/10.14359/51683610
https://doi.org/10.14359/51683610
Autor:
Carol F. Johnson, Stephen D. Robert
Publikováno v:
Structures Congress 2009.
In response to recent terrorist activities, an increasing number of building projects specify design criteria for blast resistance, residual structural integrity, and survivability. Increases in structural system size, weight, and costs often are nec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d33ef44f18b5f4003a0e3c48f9004481
https://doi.org/10.1061/41031(341)126
https://doi.org/10.1061/41031(341)126
Publikováno v:
Structures Congress 2009.
This paper presents an experimental and analytical assessment of the performance of steel beam-column assemblies with two types of moment-resisting connections under vertical displacement of a center column, simulating a column removal scenario. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::179e5df56e85a9b20520781b6bd5fdad
https://doi.org/10.1061/41031(341)188
https://doi.org/10.1061/41031(341)188