Numerical modelling of traffic induced vibrations

被引：49

作者：

Clouteau, D ^{[1
]}

Degrande, G

Lombaert, G

机构：

[1] Ecole Cent Paris, Lab Mecan Sols Struct & Mat, F-92295 Chatenay Malabry, France

[2] Katholieke Univ Leuven, Dept Civil Engn, B-3001 Louvain, Belgium

来源：

MECCANICA | 2001年 / 36卷 / 04期

关键词：

traffic induced vibration; moving loads; soil-structure interaction; boundary element method;

D O I：

10.1023/A:1015005410628

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

A solution procedure is presented to compute free field vibrations induced by train or road traffic, the excitation being either deterministic or stochastic. The full interaction between the vehicle, the track or road and the soil is accounted for, using a substructure approach that takes advantage of the fact that the properties of the track or road and the soil do not change along the longitudinal direction. A time-frequency approach is proposed to characterize the free field radiated in the soil. The examples show the importance of guided waves along the track for understanding the dynamic behavior of the track or the road.

引用

页码：401 / 420

页数：20

共 29 条

[21] Experimental validation of a numerical prediction model for free field traffic induced vibrations by in situ experiments [J].

Lombaert, G ;

Degrande, G .

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2001, 21 (06) :485-497

[22] Numerical modelling of free field traffic-induced vibrations [J].

Lombaert, G ;

Degrande, G ;

Clouteau, D .

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2000, 19 (07) :473-488

[23]

LOMBAERT G, 2001, IN PRESS ARCH APPL M

[24]

LOMBAERT G, 1999, INT S ENV IMP ROAD P, P163

[25]

Miklowitz J, 1978, The theory of elastic waves and waveguides

[26]

PFLANZ G, 2000, P INT WORKSH WAV 200, P131

[27] Ground vibration generated by a load moving along a railway track [J].

Sheng, X ;

Jones, CJC ;

Petyt, M .

JOURNAL OF SOUND AND VIBRATION, 1999, 228 (01) :129-156

[28]

Taniguchi E., 1979, SOILS FOUND, DOI 10.3208/sandf1972.19.2_15

[29]

VANDENBROECK P, 1999, P 4 EUR C STRUCT DYN, P837

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