Titlebook: Dynamic and Transient Infinite Elements; Theory and Geophysic Chongbin Zhao Book 2009 Springer-Verlag Berlin Heidelberg 2009 Advanced Theor

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書目名稱Dynamic and Transient Infinite Elements影響因子(影響力)




書目名稱Dynamic and Transient Infinite Elements影響因子(影響力)學科排名




書目名稱Dynamic and Transient Infinite Elements網絡公開度




書目名稱Dynamic and Transient Infinite Elements網絡公開度學科排名




書目名稱Dynamic and Transient Infinite Elements被引頻次




書目名稱Dynamic and Transient Infinite Elements被引頻次學科排名




書目名稱Dynamic and Transient Infinite Elements年度引用




書目名稱Dynamic and Transient Infinite Elements年度引用學科排名




書目名稱Dynamic and Transient Infinite Elements讀者反饋




書目名稱Dynamic and Transient Infinite Elements讀者反饋學科排名

ASTER

Introduction,ng problems involving infinite domains (Bettess 1977, 1980; Chow and Smith 1981; Medina and Taylor 1983; Zhang and Zhao 1987; Zhao et al. 1989; Zhao and Valliappan 1993a, b, c, d; Astley 1996, 1998; Yang et al. 1996; Yang and Huang 2001; Yun et al. 2000, 2007; Wang et al. 2006). Some typical example

phase-2-enzyme

,Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Dynamic Dam–Water–Foundatioaffected by the following factors: (1) the interaction between the dam and impounded reservoir water (Chopra 1968; Chakarbarti and Chopra 1974; Liam-Finn et al. 1977); (2) the compressibility of the impounded water (Chopra and Gupta 1982); (3) the interaction between the dam and the foundation rock

BRIBE

Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Wave Scattering Effects undificant influence on the motions of the ground (Bouchon 1973; Rogers et al. 1974; Datta and El-Akily 1978; Bard 1982; Shah et al. 1982, 1983; Dravinski 1983; Ohtsuki and Harumi 1984; Zahradnik and Urban 1984; Sanchez-Sesma et al. 1985; Wong et al. 1985; Geli et al. 1988; Zhao and Valliappan 1993a, b

邪惡的你

Wirksame Wissenschaft und Forschung made some interesting conclusions on the dynamic response of concrete gravity dams due to earthquake loadings (Chopra 1968; Chakarbarti and Chopra 1974; Hall and Copra 1982; Fenves and Chopra 1983, 1984, 1985).

tooth-decay

,Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Dynamic Dam–Water–Foundatio made some interesting conclusions on the dynamic response of concrete gravity dams due to earthquake loadings (Chopra 1968; Chakarbarti and Chopra 1974; Hall and Copra 1982; Fenves and Chopra 1983, 1984, 1985).

tooth-decay

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彎彎曲曲

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