Zobrazeno 1 - 10
of 257
pro vyhledávání: '"Yong-Lin Pi"'
Publikováno v:
Advances in Structural Engineering. 26:1093-1113
In this study, shaking table tests, theoretical research, and finite element modeling analysis were conducted on seismic responses of a transmission tower-line system under multi-component ground motions. The rocking component of ground motion was de
Publikováno v:
Tubular Structures VII ISBN: 9780203735008
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cac4be63356e9eba019705f0c5a2d2e8
https://doi.org/10.1201/9780203735008-14
https://doi.org/10.1201/9780203735008-14
Publikováno v:
Structures. 23:677-689
Initial member imperfections play important roles in the second-order effect of structures, and thus it is helpful to find ways for engineers to easily model the member imperfections in the analysis. Based on the matrix structural analysis (MSA), thi
Autor:
Yong-Lin Pi
Publikováno v:
Applied Mathematical Modelling. 77:115-136
This paper analytically investigates effects of the load location on the non-linear in-plane multiple equilibria, limit points, stationary points of inflexion, cusp, and buckling behavior of a pin-ended elastic shallow circular arch under a radial po
Publikováno v:
Applied Mathematical Modelling. 75:589-606
In this study, the time dependent free vibration analysis of composite concrete-filled steel tubular (CFST) arches with various uncertainties is thoroughly investigated within a non-stochastic framework. From the practical inspiration, both uncertain
Publikováno v:
Engineering Structures. 183:949-964
This paper investigates the elastic buckling loads, load resistance and hysteretic responses of the multiple cross-arm pre-tensioned cable stayed buckling-restrained braces (MPCS-BRBs) with circular rigid plates as the cross-arms that are fixed to th
Publikováno v:
Composites Part B: Engineering. 159:481-489
In order to study the shear behavior of high strength bolt connections in a prefabricated steel-concrete composite beam, eleven push-out specimens with different parameters were tested. In the tests, two failure modes of the specimens were observed.
Publikováno v:
Composites Part B: Engineering. 157:173-181
An analytical procedure for dynamic stability of CFST column accounting for the creep of concrete core is proposed. The long-term effect of creep of concrete core is formulated based on the creep model by the ACI 209 committee and the age-adjusted ef
Publikováno v:
Engineering Structures. 179:189-203
This paper presents an analytical investigation of the thermoelastic lateral-torsional buckling of circular arches under an arbitrary radial point load in a uniform thermal environment accounting for shear deformations, which has not been reported in
Publikováno v:
Journal of Structural Engineering. 147
This paper investigates the elastic lateral-torsional buckling of shear deformable circular arches of monosymmetric steel I-section with in-plane elastic rotational end constraints under a ...