Dynamic Effects on Culverts for High Speed Trains
Dynamic Effects on Culverts for High Speed Trains
Dynamic Effects on Culverts for High Speed Trains
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“<str<strong>on</strong>g>Dynamic</str<strong>on</strong>g>s, Structural and Earthquake Engineering:Research and Practice”Simplified design procedure2I. Maximum accelerati<strong>on</strong> a = C L V · T max m 2 · L ii. Ballast interface C = 40·10 4i. C<strong>on</strong>crete slab C = 15·10 416 - july - 2010ENRIQUEALARCÓN