Experimental and Numerical Investigation on Dynamic Amplification Factors of an Urban Maglev Guideway

被引:4
作者
Chung, Wonseok [2 ]
Jang, Seung Yup [1 ]
Yeo, Inho [1 ]
机构
[1] Korea Railrd Res Inst, Uiwang 437757, South Korea
[2] Kyung Hee Univ, Dept Civil Engn, Yongin 446701, South Korea
关键词
maglev; guideway; dynamic amplification factor; deflection; finite element analysis; frequency; mode; VIBRATION ANALYSIS; GIRDER BRIDGES; MOVING LOADS; VEHICLE; BEHAVIOR; SYSTEMS; IMPACT; BEAMS;
D O I
10.1007/s12205-011-1150-8
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The Korean urban maglev project was initiated with the intention of building a commercial line by 2012. An optimized guideway has been proposed and relevant tests are currently being conducted. However, the Dynamic Amplification Factor (DAF) for the maglev guideway has yet to be determined. As the maglev load is distributed rather than concentrated, further examination of dynamic behavior is required. The objective of this study was to identify the DAF of the proposed urban maglev guideway via moving-load analyses. For this purpose, a full-scale guideway girder test and a field test were conducted to identify the modal properties. A finite element model was then developed and verified against test results. Finally, moving load analyses were performed up to the maximum speed. Guideway deflection, longitudinal stresses, and support reactions were measured for various vehicle speeds-DAFs were thus computed. It was found that DAFs for maglev guideways are less than 2.5% at the maximum design speed. This implies that dynamic amplification need not be a severe consideration for the proposed maglev system.
引用
收藏
页码:527 / 536
页数:10
相关论文
共 27 条
[1]  
*ABAQUS INC, 2001, ABAQUS STAND US MAN
[2]  
ANISIMOW V, 2004, FTACO267002 US DEP T
[3]   Vehicle/guideway dynamic interaction in maglev systems [J].
Cai, Y ;
Chen, SS ;
Rote, DM ;
Coffey, HT .
JOURNAL OF DYNAMIC SYSTEMS MEASUREMENT AND CONTROL-TRANSACTIONS OF THE ASME, 1996, 118 (03) :526-530
[4]   VEHICLE GUIDEWAY INTERACTION FOR HIGH-SPEED VEHICLES ON A FLEXIBLE GUIDEWAY [J].
CAI, Y ;
CHEN, SS ;
ROTE, DM ;
COFFEY, HT .
JOURNAL OF SOUND AND VIBRATION, 1994, 175 (05) :625-646
[5]   Structural Engineering: Seeing the Big Picture [J].
Chen, W. F. .
KSCE JOURNAL OF CIVIL ENGINEERING, 2008, 12 (01) :25-29
[6]   Three-dimensional finite element modeling of composite girder bridges [J].
Chung, WS ;
Sotelino, ED .
ENGINEERING STRUCTURES, 2006, 28 (01) :63-71
[7]   Dynamic behaviour of multi-span beams under moving loads [J].
Henchi, K ;
Fafard, M ;
Dhatt, G ;
Talbot, M .
JOURNAL OF SOUND AND VIBRATION, 1997, 199 (01) :33-50
[8]   IMPACT STUDIES OF MULTIGIRDER CONCRETE BRIDGES [J].
HUANG, DZ ;
WANG, TL ;
SHAHAWY, M .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1993, 119 (08) :2387-2402
[9]   DYNAMIC-RESPONSE OF BRIDGES UNDER TRAVELING LOADS [J].
HUMAR, JL ;
KASHIF, AM .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1993, 20 (02) :287-298
[10]  
JIN B, 2007, INT C EL MACH SYST S