Zobrazeno 1 - 10
of 39
pro vyhledávání: '"William F. Cofer"'
Publikováno v:
Shock and Vibration, Vol 19, Iss 1, Pp 1-18 (2012)
Since the events of September 11th, increased attention has been given to the effects of blast loading on structures. Bridges are especially important due to their potentially critical role in the economy and for emergency response. Prestressed concr
Externí odkaz:
https://doaj.org/article/6ff1cdad8ca6470ab0626f86b9862080
Publikováno v:
Transactions of the ASABE. 64:413-424
HighlightsA finite element analysis (FEA) model was developed to predict behavior of steel-clad, wood-framed (SCWF) shear walls under cyclic loading.This FEA model will be useful in determining post-frame building response to seismic forces.The model
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d172efa583c9133bfc43e30f72358248
https://doi.org/10.13031/trans.14250
https://doi.org/10.13031/trans.14250
Publikováno v:
Advances in Structural Engineering. 23:3385-3400
Concrete screw anchors under tension commonly fail in a combined (pullout and concrete breakout) mode; however, currently, there is no mechanistic model to predict the load in this mode. Finite element models of screw anchors can help understand the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::474cc973528827eb292ecb4a5f1569b2
https://doi.org/10.1177/1369433220937143
https://doi.org/10.1177/1369433220937143
Publikováno v:
Transactions of the ASABE. 63:1619-1628
HighlightsA new finite element modeling method was developed to predict performance of steel-clad, wood-framed diaphragms.The new method overcomes limitations of previous models and accurately predicts yielding and buckling behaviors.The new method w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2226d52ad5f576cabae7da93382705bd
https://doi.org/10.13031/trans.13846
https://doi.org/10.13031/trans.13846
Publikováno v:
Forests, Vol 11, Iss 624, p 624 (2020)
Forests
Volume 11
Issue 6
Forests
Volume 11
Issue 6
Strands produced from small-diameter timbers of lodgepole and ponderosa pine were used to fabricate a composite sandwich structure as a replacement for traditional building envelope materials, such as roofing. It is beneficial to develop models that
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7e66b761d50f7cfeca0c2ada021879c8
https://www.mdpi.com/1999-4907/11/6/624
https://www.mdpi.com/1999-4907/11/6/624
Publikováno v:
ACI Structural Journal. 117
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::530cda90f567b59dbb90b7574e9bee55
https://doi.org/10.14359/51716807
https://doi.org/10.14359/51716807
Publikováno v:
Journal of Renewable Materials. 3:234-243
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4ba103dcdfa07ae52a52e7ea7a97d680
https://doi.org/10.7569/jrm.2015.634109
https://doi.org/10.7569/jrm.2015.634109
Publikováno v:
International Journal of Research in Engineering and Technology. :767-777
Pervious concrete has the unique characteristic of allowing water to pass through its porous matrix. . Pervious concrete pavement systems usually have three main layers, pervious co ncrete on the top, a subbase layer of aggregate for water storage in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b3aaec818fb125b5e6fe2bf0c09a1b82
https://doi.org/10.15623/ijret.2013.0212129
https://doi.org/10.15623/ijret.2013.0212129
Publikováno v:
Engineering Structures. 33:767-779
The focus of this paper is the structural response of multi-story structures to near-fault ground motions, and whether structural response is dominated by the ground motion pulses present in forward-directivity ground motions. Also considered is whet
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::04a90f79808d8c274e02bc12a2f76813
https://doi.org/10.1016/j.engstruct.2010.11.032
https://doi.org/10.1016/j.engstruct.2010.11.032
Publikováno v:
Engineering Structures. 30:1335-1345
The response of bridges when subjected to seismic excitation can be evaluated by a number of analysis methods. The traditional approach is to employ linear static or dynamic analyses coupled with appropriate modifiers to account for inelastic respons
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba28d0ac7a0b3a69a8c2dd9886cad55d
https://doi.org/10.1016/j.engstruct.2007.07.021
https://doi.org/10.1016/j.engstruct.2007.07.021