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弹性体理论
    Frank's continuum elastic theory and optics "4×4" matrix are used to study the optics properties of STN-LCD, including the multiplexable, the relation of T (light transmission) versus view angle and wavelength.
    用Frank的连续弹性体理论和光学“4×4”矩阵法,研究和计算了STN-LCD的光学性质,包括光透过率与外加电压、视角、波长的关系。
    Frank's continuum elastic theory and optics“4×4”matrix are used to study the optics properties of STN-LCD,including the multiplexable,the relation of T (light transmission)versus view angle and wavelength.
    用 Frank 的连续弹性体理论和光学“4×4”矩阵法,研究和计算了STN-LCD 的光学性质,包括光透过率与外加电压、视角、波长的关系。
    In the typical calculation of the settlement of foundation, additional stress incurring by loading is calculated according to elastic theory which has the same characteristics in semi-indefinated space, the condesion of soil is decided by the condesion experiment of one-demension and the settlement is calculated by adding results of respective layer.
    在经典的地基沉降计算方法中,荷载作用下地基中附加应力场是根据半无限空间各向同性弹性体理论计算的,土体压缩性是根据一维压缩试验确定的,并采用分层总和法来计算地基的沉降量。
    This thesis expresses the elastic theory of the soil element increment for the settlement analysis and calculation of the foundation soil.
    采用土体单元增量的弹性体理论,对地基土进行沉降分析和沉降的简化计算;
    These methods complement each other and have become primary means in calculation of settlement of groundsill However, in the typical calculation of the settlement of foundation, additional stress incurring by loading is calculated according to elastic theory which has the same characteristics in semi-infinite space, the condensation of soil is decided by the condensation experiment of one-dimension and the settlement is calculated by adding results of respective layers.
    然而经典的理论公式方法中荷载作用下地基中附加应力场是根据半无限空间各向同性弹性体理论计算的,土体压缩性是根据一维压缩试验确定的,并采用分层总和法来计算地基的沉降量。
    The assumption of Winkler foundation beam and semi-infinite elastic theory are used for calculating the internal forces of anchor frame beams. The internal force distributions of different length beams are analyzed.
    Winkler地基梁和半无限弹性体理论被用来计算框架梁的内力,在Winkler假设的前提下,着重分析了现浇梁和预制梁在不同长度条件下的内力分布。
    The results show that it is illogical to design the frame beam just by expansive force. It is suggested that the internal forces of anchor frame beam to be calculated with Winkler foundation beam and semi-infinite elastic theory. At the same time the pertinent proposal for designing frame beam is offered based on an actual project.
    结果表明:框架梁的设计完全依据膨胀力是欠合理的,建议采用Winkler地基梁和半无限弹性体理论计算框架梁的内力,并结合工程实例,提出了相关的建议。
 

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