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期刊


ISSN0219-4554
刊名International journal of structural stability and dynamics
参考译名国际结构稳定性与动力学杂志
收藏年代2002～2025



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2018, vol.18, no.1 2018, vol.18, no.10 2018, vol.18, no.11 2018, vol.18, no.12 2018, vol.18, no.2 2018, vol.18, no.3
2018, vol.18, no.4 2018, vol.18, no.5 2018, vol.18, no.6 2018, vol.18, no.7 2018, vol.18, no.8 2018, vol.18, no.9

题名作者出版年年卷期
Dynamic Responses of Interspersed Railway Tracks to Moving Train LoadsKaewunruen, Sakdirat; Lewandrowski, Tomasz; Chamniprasart, Kritditorn20182018, vol.18, no.1
Influence of Porosity on the Flexural and Free Vibration Responses of Functionally Graded Plates in Thermal EnvironmentGupta, Ankit; Talha, Mohammad20182018, vol.18, no.1
Post-Buckling, Limit Point, and Bifurcation Analyses of Shallow Nano-Arches by Generalized Displacement Control and Finite Difference Considering Small-Scale EffectsMortazavi, Parvaneh; Mirdamadi, Hamid Reza; Shahidi, Ali Reza20182018, vol.18, no.1
Dynamic Response of a Railway Bridge to Heavy Axle-Load Trains Considering Vehicle-Bridge InteractionTicona Melo, Ladislao R.; Bittencourt, Tulio N.; Ribeiro, Diogo; Calcada, Rui20182018, vol.18, no.1
Multiple Parametric Resonances of Taut Inclined Cables Excited by Deck VibrationQian, Chang-Zhao; Chen, Chang-Ping20182018, vol.18, no.1
Resonance of a Quasi-Zero Stiffness Vibration System Under Base Excitation with Load MismatchCheng, Chun; Li, Shunming; Wang, Yong; Jiang, Xingxing20182018, vol.18, no.1
A Theoretical Treatment of Crowd-Structure InteractionGao, Yan-an; Yang, Qing-shan20182018, vol.18, no.1
Dynamic Modeling and Analysis of a Rotating Piezoelectric Smart BeamLu, En; Li, Wei; Yang, Xuefeng; Wang, Yuqiao; Liu, Yufei20182018, vol.18, no.1
Linear Buckling Analysis of Perforated Cold-Formed Steel Storage Rack Columns by Means of the Generalised Beam TheorySusin, A.; Casafont, M.; Bonada, J.; Pastor, M. M.; Roure, F.20182018, vol.18, no.1
Nonlinear In-Plane Stability of Deep Parabolic Arches Using Geometrically Exact Beam TheorySabale, Aditya; Gopal, K. V. Nagendra20182018, vol.18, no.1
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