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混凝土面板堆石坝抗震性能有限元数值模拟分析 被引量:1
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作者 王永兴 王为秋 +1 位作者 孙美燕 李守巨 《科学技术与工程》 2008年第15期4210-4214,共5页
采用有限元数值模拟方法,分析了蒲石河抽水蓄能电站面板堆石坝的动力响应特性,计算了堆石坝在地震荷载作用下的模态和振型。基于Westergaard的经典公式,模拟了水库上游水位附加质量对大坝抗震性能的影响。有限元数值计算的堆石坝固有频... 采用有限元数值模拟方法,分析了蒲石河抽水蓄能电站面板堆石坝的动力响应特性,计算了堆石坝在地震荷载作用下的模态和振型。基于Westergaard的经典公式,模拟了水库上游水位附加质量对大坝抗震性能的影响。有限元数值计算的堆石坝固有频率和振型为其抗震设计和分析提供理论依据。 展开更多
关键词 堆石坝 模态和振型 有限元 数值模拟
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B_s → f_0 (980) Transition Form Factors Within the k_T Factorization Approach
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作者 曾代敏 方祯云 《Communications in Theoretical Physics》 SCIE CAS CSCD 2013年第4期457-461,共5页
In the paper, we apply the kT factorization approach to deal with the B8 → fofo(980) transition form factors in the large recoil regions, i.e. the small q2 regions. For the purpose, we adopt the B-meson wave-functi... In the paper, we apply the kT factorization approach to deal with the B8 → fofo(980) transition form factors in the large recoil regions, i.e. the small q2 regions. For the purpose, we adopt the B-meson wave-functions ЖB, ЖB and that include the three-Fock states contributions to do our discussion. Although the scalar meson fo(980) is widely perceived as the 4-quark bound state (scenario 2), but the distribution amplitudes of 4-quark states are still unknown to us, so we adopt 2-quark model (scenario 1) for scalar meson fo(980) in our discussion. By varying the B-meson wave-function parameters within their reasonable regions, we obtain Fo(0) = F+(0) = 0.20 ± 0.02, FT(O) = 0.24 4± 0.02. Our present results for these form factors are consistent with the light-cone sum rule results obtained in the literature. 展开更多
关键词 transition form factors kT factorization approach scalar meson light-cone sum rule
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