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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



全部

2002 2003 2004 2005 2006 2007
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2020 2021 2022 2023 2024 2025

2020, vol.20, no.1 2020, vol.20, no.10 2020, vol.20, no.11 2020, vol.20, no.12 2020, vol.20, no.13 2020, vol.20, no.14
2020, vol.20, no.2 2020, vol.20, no.3 2020, vol.20, no.4 2020, vol.20, no.5 2020, vol.20, no.6 2020, vol.20, no.7
2020, vol.20, no.8 2020, vol.20, no.9

题名作者出版年年卷期
Stability of Thin Web Composite Cantilever Beams of Random LaminationRasheed, Hayder A.; Ahmadi, Habiburrahman; Halim, Abdul H.20202020, vol.20, no.13
Modal Analysis of a Bridge During High-Speed Train Passages by Enhanced Variational Mode DecompositionYang, Xiao-Mei; Qu, Chun-Xu; Yi, Ting-Hua; Li, Hong-Nan; Liu, Hua20202020, vol.20, no.13
Random Response of Multi-Segment Beam May Exceed Response of Homogeneous Counterparts by Order of MagnitudeFang, T.; Elishakoff, I.; Jiang, C.20202020, vol.20, no.13
Viscoelasticity of Fractional Order: New Restrictions on Constitutive Equations with ApplicationsAtanackovic, Teodor M.; Janev, Marko B.; Pilipovic, Stevan; Selesi, Dora20202020, vol.20, no.13
Elastic In-Plane Buckling of Funicular ArchesPan, W. H.; Wang, C. M.20202020, vol.20, no.13
A Comparative Study of Implicit and Explicit Composite Time Integration SchemesKim, Wooram; Reddy, J. N.20202020, vol.20, no.13
State-of-the-Art of Vehicle-Based Methods for Detecting Various Properties of Highway Bridges and Railway TracksYang, Y. B.; Wang, Zhi-Lu; Shi, Kang; Xu, Hao; Wu, Y. T.20202020, vol.20, no.13
GBT Analysis of Steel-Concrete Composite Beams: Recent DevelopmentsGoncalves, Rodrigo; Camotim, Dinar; Henriques, David20202020, vol.20, no.13
Medium-Frequency Vibration Analysis of Timoshenko Beam StructuresZhang, Yichi; Yang, Bingen20202020, vol.20, no.13
Estimation of Seismic Damage Induced by Near- and Far-Fault Earthquakes Using Modified Equivalent Linearization Method of Mid-Rise RC BuildingsChiu, Chien-Kuo; Nugroho, Lorddy Z.; Liao, Wen-I.20202020, vol.20, no.13
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