Zobrazeno 1 - 10
of 70
pro vyhledávání: '"S.T. Mau"'
Publikováno v:
Cement and Concrete Research. 22:621-630
In order to broaden the application of polymer concrete, the mechanical behavior of a polyester-based polymer concrete is investigated. The focus of the study is the compressive stress-strain relationship under lateral confinement. A total of 18 cyli
Autor:
S.T. Mau
Publikováno v:
Computers & Structures. 35:361-368
A nonlinear finite element procedure has been developed for the simulation of the behavior of axially loaded reinforced concrete columns. The concrete constitutive law is carefully calibrated for the range of stress-strain state that is of interest i
Autor:
T.C.C. Hsu, S.T. Mau
Publikováno v:
CONCRETE SHEAR IN EARTHQUAKE
Experimental studies of membrane shear behaviour. State-of-the-art reports. Reports on tests of structures: elements and members. Reports on tests of structures: shear walls. Reports on tests of structures: nuclear containment structures. Theoretical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::91d01708134521ab09d7c73f287aa3e7
https://doi.org/10.1201/9781482296648
https://doi.org/10.1201/9781482296648
Autor:
T.C.C. Hsu, S.T. Mau
This volume consists of papers presented at the International Workshop on Concrete Shear in Earthquake, held at the University of Houston, Texas, USA, 13-16 January 1991.
Akademický článek
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Publikováno v:
Хабаршы. Заң сериясы, Vol 94, Iss 2 (2020)
Статья посвящена актуальным проблемам правового регулирования медицинского обеспечения и борьбы с допингом в казахстанском спорте. Кр
Externí odkaz:
https://doaj.org/article/0b62b1a12e4a4ce38a9f10858c5163ee
Autor:
Je. B. Kurmanalieva, S.T. Maujaeva
Publikováno v:
Хабаршы. Заң сериясы, Vol 81, Iss 1 (2018)
Современное экономическое рaзвитие хозяйственных связей, нaционaльных экономик госудaрств, стремление создaния обширных зон свободной т
Externí odkaz:
https://doaj.org/article/dff220ca29a542ab9d84357e95a193f0
Autor:
S.T. Mau, A.N. Williams
Publikováno v:
Engineering Structures. 10:265-271
A Green's function approach is used to investigate the response of circular arches to uniform and non-uniform base excitations. These responses are obtained in the frequency domain in closed form as frequency response functions. Displacement as well
Publikováno v:
International Journal of Solids and Structures. 10:919-932
An unifying approach in deriving the geometric stiffness and mass matrices for finite element hybrid models is presented. The variational formulation is based on a modified Reissner Principle. Numerical verification is illustrated through a simple be