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1
Application of virtual prototyping to simulation of vehicle-rail coupling of AERORail structure
Application of virtual prototyping to simulation of vehicle-rail coupling of AERORail structure
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Application of virtual prototyping to simulation of vehicle-rail coupling of AERORail structure

Li, Fangyuan ; Wu, Peifeng ; Liu, Dongjie

Tóngjì dàxué xuébào (1980), 2012-09, Vol.40 (9), p.1287-1293

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2
Effective Static Wind Load for Clips of Standing Seam Roof System
Effective Static Wind Load for Clips of Standing Seam Roof System
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Effective Static Wind Load for Clips of Standing Seam Roof System

Jing, Xiaokun ; Li, Yuanqi

Tóngjì dàxué xuébào (1980), 2013-11, Vol.41 (11)

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3
Equivalent Static Wind Load on Light-weight Steel Structure with Gabled Frames
Equivalent Static Wind Load on Light-weight Steel Structure with Gabled Frames
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Equivalent Static Wind Load on Light-weight Steel Structure with Gabled Frames

Li, Yuanqi ; Jing, Xiaokun

Tóngjì dàxué xuébào (1980), 2014-01, Vol.42 (6)

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4
Base isolation building response to subway-induced vibration and its analysis
Base isolation building response to subway-induced vibration and its analysis
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Base isolation building response to subway-induced vibration and its analysis

Lou, Menglin ; Jia, Baoyin ; Lu, Xiuli ; Yu, Jieqin

Tóngjì dàxué xuébào (1980), 2011-11, Vol.39 (11), p.1622-1628

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5
Crashworthiness simulation of automobile front rail assembly with consideration of sheet forming history
Crashworthiness simulation of automobile front rail assembly with consideration of sheet forming history
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Crashworthiness simulation of automobile front rail assembly with consideration of sheet forming history

Yu, Haiyan ; Sun, Zhe

Tóngjì dàxué xuébào (1980), 2011-08, Vol.39 (8), p.1198-1203

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6
Development of Time History Analysis for Dynamic Demand of Elevated Pile-cap Bridge Subjected to Vessel Collision
Development of Time History Analysis for Dynamic Demand of Elevated Pile-cap Bridge Subjected to Vessel Collision
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Development of Time History Analysis for Dynamic Demand of Elevated Pile-cap Bridge Subjected to Vessel Collision

Fan, W ; Yuan, W ; Yang, Z ; Fan, Q

Tóngjì dàxué xuébào (1980), 2010-12, Vol.38 (12), p.1719-1724

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7
Time-dependency of untrained behavior of natural soft clay with different pre-shearing stress history based on laboratory test
Time-dependency of untrained behavior of natural soft clay with different pre-shearing stress history based on laboratory test
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Time-dependency of untrained behavior of natural soft clay with different pre-shearing stress history based on laboratory test

Zhang, Dongmei ; Huang, Hongwei

Tóngjì dàxué xuébào (1980), 2008-10, Vol.36 (10), p.1320-1326

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8
Elastic-plastic solution for cylinder cavity contraction and its application to tunnel engineering
Elastic-plastic solution for cylinder cavity contraction and its application to tunnel engineering
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Elastic-plastic solution for cylinder cavity contraction and its application to tunnel engineering

Zeng, Yingjun ; Yang, Min ; Sun, Qing

Tóngjì dàxué xuébào (1980), 2012-10, Vol.40 (10), p.1480-1485

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9
Earthquake resistant behavior of super high-rising steel tower
Earthquake resistant behavior of super high-rising steel tower
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Earthquake resistant behavior of super high-rising steel tower

Ma, Renle ; Zhao, Lin ; He, Minjuan

Tóngjì dàxué xuébào (1980), 2007-10, Vol.35 (10), p.1310-1315

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10
Passive Control of Light-Pier Bridge Structure
Passive Control of Light-Pier Bridge Structure
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Passive Control of Light-Pier Bridge Structure

Zhang, Wenxue ; Li, Jianzhong ; Su, Mubiao

Tóngjì dàxué xuébào (1980), 2006-06, Vol.34 (6), p.716-720

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