Zobrazeno 1 - 10
of 50
pro vyhledávání: '"Gustavo J. Parra-Montesinos"'
Publikováno v:
ACI Structural Journal. 117
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9026062d8a6472548924e5eb0aae614c
https://doi.org/10.14359/51720201
https://doi.org/10.14359/51720201
Publikováno v:
PCI Journal. 62
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::59002eb983f6cb1763ae6b0729960daa
https://doi.org/10.15554/pcij62.4-02
https://doi.org/10.15554/pcij62.4-02
Autor:
Gustavo J. Parra-Montesinos, Luis B. Fargier-Galbadón, Peter J. Weatherer, Brock D. Hedegaard
Publikováno v:
Journal of Bridge Engineering. 24
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::395148bcb5a168b3ff4cda25d4ab2fd0
https://doi.org/10.1061/(asce)be.1943-5592.0001433
https://doi.org/10.1061/(asce)be.1943-5592.0001433
Publikováno v:
ACI Structural Journal. 115
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b78c5f42d3278a50e8f289197528030
https://doi.org/10.14359/51701917
https://doi.org/10.14359/51701917
Publikováno v:
Materials and Structures. 47:1825-1838
In this study 23 ultra-high performance fiber reinforced concrete (UHP-FRC) notched beams were tested in order to investigate the effect of fiber orientation and distribution on the bending behavior. Due to the small fiber diameter and high fiber vol
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b3694f4505516170f0686aad41bfd7a9
https://doi.org/10.1617/s11527-013-0153-y
https://doi.org/10.1617/s11527-013-0153-y
Publikováno v:
Journal of Structural Engineering. 139:1362-1370
The seismic behavior of coupling beams and walls constructed with tensile strain-hardening, high-performance fiber-reinforced concrete (HPFRC) was studied through tests of large-scale precast coupling beams and coupled walls. A precast coupling beam
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7260b312cdab66c3fc44b39b0357b35
https://doi.org/10.1061/(asce)st.1943-541x.0000687
https://doi.org/10.1061/(asce)st.1943-541x.0000687
Publikováno v:
Journal of Bridge Engineering. 21
Two similar bridges constructed with a live-load continuous connection were tested for live-load distribution and joint continuity. Girder distribution factors (GDFs) were compared with AASHTO equivalent values. For positive moments on all girders as
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::84fef6cab290641a3c6949fda470b99f
https://doi.org/10.1061/(asce)be.1943-5592.0000859
https://doi.org/10.1061/(asce)be.1943-5592.0000859
Publikováno v:
ACI Structural Journal. 113
to high shear and deformation reversals. These effects are attributed to the post-cracking toughness of HPFRC in tension and its response in compression, which resembles that of well-confined concrete. However, there have been no tests of coupled HPF
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8de339a1dcee4171299089f8bfe4ab41
https://doi.org/10.14359/51688822
https://doi.org/10.14359/51688822