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浏览/检索结果: 共5条，第1-5条 帮助 限定条件 专题：北京大学    第一署名单位    第一作者单位    通讯作者单位     已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择作者升序作者降序题名升序题名降序发表日期升序发表日期降序提交时间升序提交时间降序 Dispersion and damping analysis of orthotropic composite plate in mid frequency based on symplectic method 期刊论文 COMPOSITE STRUCTURES, 2017 Ma, Yongbin; Li, Huimin; Chen, Haosen; Wen, Weibin; Cheng, Tianbao; Chen, Mingji; Fang, Daining 收藏  |  浏览/下载：7/0  |  提交时间：2017/12/03 Polymer-matrix composites (PMCs)  Vibration  Analytical modeling  Finite element analysis (FEA)  STATISTICAL ENERGY ANALYSIS  WAVE-PROPAGATION  POLYMER COMPOSITES  FIBER COMPOSITES  SANDWICH PLATES  BEAMS  VIBRATION  SYSTEMS  PREDICTION  PARAMETERS   A symplectic analytical wave propagation model for damping and steady state forced vibration of orthotropic composite plate structure 期刊论文 APPLIED MATHEMATICAL MODELLING, 2017 Ma, Yongbin; Li, Huimin; Wu, Wenwang; Cheng, Tianbao; Fang, Daining 收藏  |  浏览/下载：2/0  |  提交时间：2017/12/03 Symplectic method  Wave propagation  Damping  Orthotropic composites  Steady state forced vibration  RECTANGULAR THIN PLATES  LEVY-TYPE  ELEMENT  PREDICTION  SYSTEMS  LAYERS   Enhanced heat transport in partitioned thermal convection 期刊论文 JOURNAL OF FLUID MECHANICS, 2015 Bao, Yun; Chen, Jun; Liu, Bo-Fang; She, Zhen-Su; Zhang, Jun; Zhou, Quan 收藏  |  浏览/下载：5/0  |  提交时间：2017/12/03 Benard convection  turbulent convection  turbulent flows  RAYLEIGH-BENARD CONVECTION  PRANDTL-NUMBER DEPENDENCE  TURBULENT CONVECTION  NUMERICAL SIMULATIONS  RECTANGULAR CELLS  ULTIMATE REGIME  FLOW  SURFACE   Dynamic and buckling analysis of a thin elastic-plastic square plate in a uniform temperature field 期刊论文 acta mechanica sinica, 2005 Xiao, SF; Chen, B 收藏  |  浏览/下载：3/0  |  提交时间：2015/11/12 elastic-linear strain-hardening constitutive  relation  stability  bifurcation  post-buckling  RECTANGULAR-PLATES  FREE-VIBRATION   The refined theory of magnetoelastic rectangular beams 期刊论文 acta mechanica, 2004 Gao, Y; Wang, MZ 收藏  |  浏览/下载：1/0  |  提交时间：2015/11/10 FERROMAGNETIC THIN PLATES  ELASTICITY  PRINCIPLE