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中外钢管桩内力验算方法对比 被引量:1
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作者 邹建强 赵凯 《水运工程》 北大核心 2021年第4期56-62,146,共8页
钢管桩作为一种多轴对称的钢结构,性能稳定,受力机理相对明确,在国内外港口工程中主要用于高桩码头的基础结构和板桩码头的主体结构。通过对比研究国标、欧标、美标API和美标AISC共4种国内外规范对于钢管桩内力验算方法,探究4种规范验... 钢管桩作为一种多轴对称的钢结构,性能稳定,受力机理相对明确,在国内外港口工程中主要用于高桩码头的基础结构和板桩码头的主体结构。通过对比研究国标、欧标、美标API和美标AISC共4种国内外规范对于钢管桩内力验算方法,探究4种规范验算方法的差异性,为海外港口工程钢管桩内力验算方法选取提供参考建议。以某港口高桩墩台结构为例对比4种规范钢管桩内力验算方法,结果表明:1) AISC规范计算结果最小,即其充分考虑发挥结构的性能,偏安全。2)欧标计算的结果最大,相对保守。3)国标和API规范计算结果介于AISC规范和欧标之间。 展开更多
关键词 多轴对称 钢管桩内力 高桩墩台结构 4种规范
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Quasinormal modes of a stationary axisymmetric EMDA black hole
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作者 潘启沅 荆继良 《Chinese Physics B》 SCIE EI CAS CSCD 2006年第1期77-82,共6页
The massless scalar quasiaormal modes (QNMs) of a stationary axisymmetric Einstein-Maxwell dilato-axioa (EMDA) black hole are calculated numerically using the continued fraction method first proposed by Leaver. Th... The massless scalar quasiaormal modes (QNMs) of a stationary axisymmetric Einstein-Maxwell dilato-axioa (EMDA) black hole are calculated numerically using the continued fraction method first proposed by Leaver. The fundamental quasinormal frequencies (slowly damped QNMs) are obtained and the peculiar behaviours of them are studied. It is shown that these frequencies depend on the dilaton parameter D, the rotational parameter a, the multiple moment l and the azimuthal number m, and have the same values with other authors at the Schwarzschild and Kerr limit. 展开更多
关键词 Quasinormal modes (QNMs) the stationary axisymmetric EMDA black hole the continued fraction method QNMs
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Interaction due to various sources in saturated porous media with incompressible fluid
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作者 Rajneesh Kumar Ibrahim A.Abbas 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第5期1232-1242,共11页
The disturbance due to mechanical and thermal sources in saturated porous media with incompressible fluid for two-dimensional axi-symmetric problem is investigated.The Laplace and Hankel transforms techniques are used... The disturbance due to mechanical and thermal sources in saturated porous media with incompressible fluid for two-dimensional axi-symmetric problem is investigated.The Laplace and Hankel transforms techniques are used to investigate the problem.The concentrated source and source over circular region have been taken to show the utility of the approach.The transformed components of displacement,stress and pore pressure are obtained.Numerical inversion techniques are used to obtain the resulting quantities in the physical domain and the effect of porosity is shown on the resulting quantities.All the field quantities are found to be sensitive towards the porosity parameters.It is observed that porosity parameters have both increasing and decreasing effect on the numerical values of the physical quantities.Also the values of the physical quantities are affected by the different boundaries.A special case of interest is also deduced. 展开更多
关键词 axi-symmetry incompressible porous medium pore pressure Laplace transform Hankel transform concentrated source and source over circular region
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