Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Kyran D. Mish"'
Publikováno v:
Journal of Bridge Engineering. 18:297-307
Initial development work for an in situ fatigue sensor for the detection of fatigue damage in steel bridge structures is presented. The in situ fatigue sensor is designed to be bonded to the base structure and is based on the strain-life fatigue anal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2c8519ba75cd3c2f6f308f8f15d37cf5
https://doi.org/10.1061/(asce)be.1943-5592.0000361
https://doi.org/10.1061/(asce)be.1943-5592.0000361
Publikováno v:
International Journal of Geomechanics. 16
A uniform gradient (UG) element formulation for a four-node quadrilateral element is derived and implemented for solving the fully coupled governing equations for the dynamics of a saturated porous medium. An hourglass control scheme is also derived
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::975ab31ba608b8be0ccc31d3d80fc680
https://doi.org/10.1061/(asce)gm.1943-5622.0000490
https://doi.org/10.1061/(asce)gm.1943-5622.0000490
Publikováno v:
Journal of Performance of Constructed Facilities. 26:644-656
Taquezal is a common earthen building type in Nicaragua. It is constructed by building a wood frame and then packing the frame with mud to create thick earthen walls. The wood frame allows the structure to be constructed without the formwork (which i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a84d196d8912287a6a07e1c37259806d
https://doi.org/10.1061/(asce)cf.1943-5509.0000266
https://doi.org/10.1061/(asce)cf.1943-5509.0000266
Publikováno v:
AAPG Bulletin. 96:1687-1709
In this series of studies, we develop a numerical tool for modeling finite deformation of reservoir rocks. We present an attempt to eliminate the main limitations of idealized methods, for example, elastic or kinematic, that cannot account for the co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8027b6e909684318e3b6f0d0560564e4
https://doi.org/10.1306/02011211010
https://doi.org/10.1306/02011211010
Publikováno v:
AAPG Bulletin. 96:1711-1732
The aim of part 2 is to understand the development of complex hydraulic fractures (HFs) that are commonly observed in the field and in experiments but are not explained by most models. Our approach uses finite element simulations and a numerical rheo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c3212fda83eaf65858cac9f8ffa58d14
https://doi.org/10.1306/02011211011
https://doi.org/10.1306/02011211011
Autor:
Alfred A. Lorber, Kyran D. Mish
Publikováno v:
AGILE
In our development team at Sandia National Laboratories we have honed our Scrum processes to where we continually deliver high-performance engineering analysis software to our customers. We deliver despite non-ideal circumstances, including developme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::03a65de10f2eefba849d7144cb834369
https://doi.org/10.1109/agile.2013.20
https://doi.org/10.1109/agile.2013.20
Publikováno v:
Journal of Structural Engineering. 122:1418-1426
Modal reduction methods are a useful alternative to fully discrete matrix models for the efficient simulation of large dynamic response problems in frame analysis. The primary advantage of modal methods is computational efficiency, since they require
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ecd2e16a4103c4e941c3678b17f903c6
https://doi.org/10.1061/(asce)0733-9445(1996)122:12(1418)
https://doi.org/10.1061/(asce)0733-9445(1996)122:12(1418)
Publikováno v:
Volume 8: Mechanics of Solids, Structures and Fluids.
Modal-based methods for structural health monitoring require the identification of characteristic frequencies associated with a structure’s primary modes of failure. A major difficulty is the extraction of damage-related frequency shifts from the l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::064f27d07d5516b66419833ff896f482
https://doi.org/10.1115/imece2012-86400
https://doi.org/10.1115/imece2012-86400
Autor:
Scott A. Zacharie, B. H. M. Priyantha Wijesinghe, Thordur Runolfsson, Kyran D. Mish, J. David Baldwin
Publikováno v:
Dynamics of Bridges, Volume 5 ISBN: 9781441998248
Fatigue damage in bridges has been identified as a threat to bridge safety. Fatigue cracks in steel structures are well-known to occur at stresses lower than typical design stresses. Short fatigue cracks can be difficult to detect by visual inspectio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e587a2dbb09789c4079729e75ba5d2e6
https://doi.org/10.1007/978-1-4419-9825-5_11
https://doi.org/10.1007/978-1-4419-9825-5_11
