Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Shao-Tang Yen"'
Autor:
Shao-Tang Yen, 顏少棠
92
The analysis of slab tracks is similar to that of concrete (rigid) highway pavements except that loads are applied to the rails connected directly to the concrete slab or through rubber booted block ties. Consequently, the main objective of t
The analysis of slab tracks is similar to that of concrete (rigid) highway pavements except that loads are applied to the rails connected directly to the concrete slab or through rubber booted block ties. Consequently, the main objective of t
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/37211350976028182424
Autor:
Shao-Tang Yen1 123562@mail.tku.edu.tw, Ying-Haur Lee2 yinghaur@mail.tku.edu.tw
Publikováno v:
Journal of Transportation Engineering. May2007, Vol. 133 Issue 5, p288-297. 10p. 1 Black and White Photograph, 2 Diagrams, 4 Charts, 5 Graphs.
Publikováno v:
Canadian Journal of Civil Engineering. 31:782-796
The main objective of this study was to conduct in-depth parameter studies and verifications on three-dimensional (3-D) finite element (FEM) analysis of rigid pavements. A systematic analytical approach was utilized and implemented in a Visual Basic
Publikováno v:
Canadian Journal of Civil Engineering. 29:576-588
Since corner breaks are one of the major structural distresses in jointed concrete pavements, this research study mainly focuses on the determination of the critical bending stresses at the corner of the slab due to the individual and combination eff
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1568:77-88
A new stress analysis and thickness design procedure for jointed concrete pavements was developed. On the basis of Westergaard’s edge stress solution and several prediction models for stress adjustments for a variety of loading and environmental (i
Autor:
Shao-Tang Yen, Ying-Haur Lee
Publikováno v:
Advancing Airfield Pavements.
Parameter studies and verifications on three-dimensional finite element analysis of rigid pavements.
Publikováno v:
Canadian Journal of Civil Engineering; Oct2004, Vol. 31 Issue 5, p782-796, 15p, 2 Diagrams, 2 Charts, 8 Graphs