Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Mauricio Areiza-Hurtado"'
Publikováno v:
Géotechnique Letters. 11:1-17
This paper presents a matrix formulation and explicit expressions for the first- and second-order stiffness matrix and loading vector of a prismatic pile with generalised rotational and lateral tra...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ce916096f2edc5fd99ad78a68ae3e21
https://doi.org/10.1680/jgele.20.00127
https://doi.org/10.1680/jgele.20.00127
Publikováno v:
Structures. 28:923-932
The large-deflection analysis of a tapered beam-column under transverse loadings and restrained axially is presented. The proposed method is based on the Differential Transform Method (DTM) but with improved efficiency. This is achieved by separately
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::372a96cf91041ac8fb4d02d694ea22d8
https://doi.org/10.1016/j.istruc.2020.09.034
https://doi.org/10.1016/j.istruc.2020.09.034
Publikováno v:
Structures. 20:20-32
The stiffness matrix, transfer functions and the corresponding loading vector of a two-layer prismatic Timoshenko beam that includes the transversal and longitudinal relative displacements along the interface, the interaction between the normal and s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7b574e344b2142ee7e44410cb9e29a9
https://doi.org/10.1016/j.istruc.2019.02.014
https://doi.org/10.1016/j.istruc.2019.02.014
Publikováno v:
Structures. 20:134-146
The second-order analysis of a prismatic beam-column on elastic foundation with initial transverse deflections and semi-rigid end-connections subject to transverse load is presented. The simultaneous effects of bending and shear deformations, and con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::120f98ab6efea0aaa088fca7bb43928c
https://doi.org/10.1016/j.istruc.2019.03.010
https://doi.org/10.1016/j.istruc.2019.03.010
Publikováno v:
Engineering Structures. 260:114205
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c7c54131c2e165e632cba3ea8a9b428
https://doi.org/10.1016/j.engstruct.2022.114205
https://doi.org/10.1016/j.engstruct.2022.114205
Publikováno v:
Engineering Structures. 239:112269
A simplified method to study the response of embedded piles in a non-homogeneous Pasternak elastic soil is developed. The governing differential equation (DE) derived from equilibrium is solved using the Differential Transformation Method (DTM), prov
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::595e1dc3a7507b55c0891876890e281e
https://doi.org/10.1016/j.engstruct.2021.112269
https://doi.org/10.1016/j.engstruct.2021.112269
Publikováno v:
Engineering Structures. 147:309-315
The elastic analysis of composite concrete-steel beams and beams retrofitted with FRP laminates is presented in detail. The proposed method and corresponding equations allow the analysis of these beams with generalized end conditions subjected to any
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7b358fa9f2112f1d9f57bc15a0718fd
https://doi.org/10.1016/j.engstruct.2017.05.047
https://doi.org/10.1016/j.engstruct.2017.05.047
Simple approach for analysis of beam-column elements on homogeneous and non-homogeneous elastic soil
Publikováno v:
Engineering Structures. 221:111110
A simplified analytical approach to analyze soil-structure interaction of beam-column elements (i.e., beams, columns, piles, etc.) with generalized end-boundary conditions on a homogeneous or non-homogeneous Pasternak foundation is developed. The Dif
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f61a96df518743317c3e049a2805029
https://doi.org/10.1016/j.engstruct.2020.111110
https://doi.org/10.1016/j.engstruct.2020.111110
Publikováno v:
Composite Structures. 226:111193
A novel linear matrix method to analyze balanced and unbalanced adhesive joints is presented in this paper. The stiffness matrix, loading vector and transfer functions for the analysis of adhesive joints such as stiffened plate, single-strap and sing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cfc1cfa792ede17eb84f9b28478ed1be
https://doi.org/10.1016/j.compstruct.2019.111193
https://doi.org/10.1016/j.compstruct.2019.111193
Publikováno v:
International Journal of Non-Linear Mechanics. 46:79-95
The large-deflection analysis and post-buckling behavior of laterally braced or unbraced slender beam-columns of symmetrical cross section subjected to end loads (forces and moments) with both ends partially restrained against rotation, including the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa152368b5d7b75bb7eac8a1d14f5a3a
https://doi.org/10.1016/j.ijnonlinmec.2010.07.006
https://doi.org/10.1016/j.ijnonlinmec.2010.07.006