Zobrazeno 1 - 10
of 34
pro vyhledávání: '"Michael J. McGinnis"'
Publikováno v:
Infrastructures, Vol 4, Iss 1, p 1 (2018)
Adobe is a traditional construction technique found in historic and new construction throughout the world, often in earthquake-prone regions. Adobe structures are particularly susceptible to seismic forces due to their substantial mass and low tensil
Externí odkaz:
https://doaj.org/article/a1d29df3cef14cea9f3b58546f2645e2
Autor:
Michael J. McGinnis
Publikováno v:
2010 GSW Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9dccf3d7cf288a4ec4e6567f25820458
https://doi.org/10.18260/1-2-620-39047
https://doi.org/10.18260/1-2-620-39047
Publikováno v:
Magazine of Concrete Research. 69:1203-1211
The conservation of coarse aggregates has been largely ignored in the USA even though they account for about half of a concrete mix by volume. The production of natural crushed stone, sand and gravel in the USA accounts for over half of all mining, a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a5a866d321926e816d6039057cc2099e
https://doi.org/10.1680/jmacr.16.00338
https://doi.org/10.1680/jmacr.16.00338
Publikováno v:
Construction and Building Materials. 154:258-269
By crushing old concrete to make recycled concrete aggregates (RCA) for use in new concrete, the overall environmental impacts of concrete are reduced. However, a better understanding of the use of RCA in new concrete is necessary before adoption in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ae87356c523072ae46e1b0b9151e6153
https://doi.org/10.1016/j.conbuildmat.2017.07.015
https://doi.org/10.1016/j.conbuildmat.2017.07.015
Autor:
Christopher Kennedy, Brad D. Weldon, David V. Jáuregui, Michael V. Gangone, Turki S. Alahmari, Michael J. McGinnis
Publikováno v:
IABSE Congress, New York, New York 2019: The Evolving Metropolis.
Ultra-high performance concrete (UHPC) provides superior properties compared to conventional concretes. However, due to the high cost of materials and lack of familiarity and design codes, the use of UHPC is still limited in structural applications.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1119cc1c78b5ffcea6e4c2c873dab097
https://doi.org/10.2749/newyork.2019.1257
https://doi.org/10.2749/newyork.2019.1257
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2577:60-68
In response to the demand for sustainable and improved bridge design practices, the development of emerging materials like ultrahigh-performance concrete (UHPC) is at the forefront of structural innovation. UHPC offers significant advantages to bridg
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6b944d6e0692c2c76a3c97e43e2ce97e
https://doi.org/10.3141/2577-08
https://doi.org/10.3141/2577-08
Publikováno v:
PCI Journal. 63
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6423c0e8bdc5cf2ab90094a0aa233829
https://doi.org/10.15554/pcij63.6-02
https://doi.org/10.15554/pcij63.6-02
Autor:
Michael J. McGinnis
Publikováno v:
Magazine of Concrete Research. 67:459-466
An advanced investigation of the core-drilling method (CDM) for direct application in bridge assessment is conducted. In the CDM a small hole is drilled into concrete and the displacements that occur as a result of load redistribution around the hole
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5db1bd39205cc25bef3b5cdb2d134c7c
https://doi.org/10.1680/macr.14.00360
https://doi.org/10.1680/macr.14.00360
Autor:
Michael J. McGinnis
Publikováno v:
Magazine of Concrete Research. 67:467-475
An advanced investigation of the core-drilling method (CDM) for direct application in bridge assessment is conducted. In the CDM, a small hole is drilled into concrete and the displacements that result are measured and related to the in situ stress.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2d2bd5216c9bc14c4aa4b031fe9b63b
https://doi.org/10.1680/macr.14.00361
https://doi.org/10.1680/macr.14.00361
Publikováno v:
Journal of Structural Engineering. 139:1917-1927
This paper discusses the lateral load behavior of two, 0.40-scale, hybrid, precast concrete shear wall test specimens and the behavior of a third precast specimen designed to emulate monolithic cast-in-place RC shear walls. The walls had identical ov
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::42f4e6b689be0dcd708caae6c8a95b73
https://doi.org/10.1061/(asce)st.1943-541x.0000755
https://doi.org/10.1061/(asce)st.1943-541x.0000755