| | Mechanics of Solids A Journal of Russian Academy of Sciences | | Founded
in January 1966
Issued 6 times a year
Print ISSN 0025-6544 Online ISSN 1934-7936 |
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I.I. Ivanchenko, "A Method of Bridgework Design for Seismic Loads," Mech. Solids. 50 (1), 96-116 (2015) |
Year |
2015 |
Volume |
50 |
Number |
1 |
Pages |
96-116 |
DOI |
10.3103/S0025654415010094 |
Title |
A Method of Bridgework Design for Seismic Loads |
Author(s) |
I.I. Ivanchenko (Moscow State University of Railway Engineering, ul. Obraztsova 15, Moscow, 127994 Russia, ivaii011@mtu-net.ru) |
Abstract |
Analyzing the action of seismic loads on bridgework is a very topical problem of structure dynamics. These studies combine two independently developing areas of research which include the design of transport structures only for seismic loads [1-14] and the design of structures for the action of inertial moving load [15-28]. In this paper, a numerical method for studying vibrations of framed structures modeling bridges under the action of seismic loads is proposed. At the first stage, we use a method based on the use of rod boundary elements (BEM) and intended for designing building structures which only experience seismic loads given by accelerograms. At the second stage, a technique for estimating the interaction between the bridge span and the moving load due to the rolling stock entering the bridge under seismic actions is developed. |
Keywords |
bridge, seismic load, rolling stock, boundary element, step procedure |
References |
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|
Received |
10 June 2012 |
Link to Fulltext |
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