1) the tidal loading efficiency
海潮荷载效应
1.
This paper considers the effects of the elastic storage,the tidal loading efficiency and leakage of the seabed silt-layer on the tide-induced head fluctuations in a coastal confined aquifer.
综合考虑了海底淤泥层的弹性储水系数、海潮荷载效应和渗透性,对海底露头处具有淤泥层的滨海承压含水层系统中海潮引起的水头波动进行分析,给出了相应的数学模型,并推导出其解析解,讨论了淤泥层弹性储水对于水头波动的影响。
3) ocean tide loading effect
海潮负载效应
1.
From a developed program,the ocean tide loading effects of 8 ma- jor tidal components on Chinese stations in both topocentric and geocentric rectangular croodinate systems are calculated.
本文给出与时间无关的海潮负载对台站位移影响的公式,利用经我们改进的程序,计算了8个主要分潮波对国内台站的海潮负载效应在地面和地心直角坐标系各分量所引起位移的振幅和位相。
4) load effect
荷载效应
1.
Judging conditions of the most disadvantageous load effect combinations;
荷载效应最不利组合的判别条件
2.
Focusing on the problem of suspender s monitoring and safety evaluation, a suspenders load effect monitoring system with fiber sensor was set up on the Ebian Dadu River Bridge in Sichuan province.
以四川峨边大渡河下承式钢管混凝土系杆拱桥为背景,针对吊杆健康监测与安全评定问题,详细介绍了该桥吊杆车辆荷载效应光纤光栅监测系统的组成,基于监测结果的车辆荷载效应分析的理论与过程,以及吊杆安全评定准则和该系统试运行状况及其监测结果。
3.
According to structural response of a double pylons 3-span cable-stayed bridge with single cable plane under seismic load,a concept of "the influence degree of cable dynamic load effect"is put forward and used to quantitatively analyze real function of cables of an extradosed cable-stayed bridge.
结合小西湖双塔三跨单索面矮塔斜拉桥地震荷载作用下的结构动力反应,引入“斜拉索动力荷载效应影响度”的概念定量分析了矮塔斜拉桥斜拉索在地震荷载下的实质作用,并据此提炼出能综合反映矮塔斜拉桥结构动力特征的参数———“矮塔斜拉桥动力特征参数”;用“斜拉索动力荷载效应影响度”与“矮塔斜拉桥动力特征参数”的相关性定量描述矮塔斜拉桥的动力特点,对进一步认识矮塔斜拉桥的动力性能有一定的参考意义。
6) load effects
荷载效应
1.
Real-time simulation and evaluation of load effects for smart CFRP-strengthened RC beams;
智能CFRP加固RC梁荷载效应的实时模拟与测评
2.
Features of load effects and application in designing Venlo greenhouse;
Venlo温室的荷载效应特征及其在工程中的应用
3.
Taking into account of the properties of the partially cable stayed bridge,the influence of structural load effects arising from some main structural parameters such as height of main beam,height of towers,the bending stiffness of towers,the ratio of center span and side spans,the length without cable of side spans and center span is researched in this paper.
针对部分斜拉桥结构特征,研究主梁高度、索塔高度、索塔抗弯刚度、边中跨比、边中跨无索区长度等结构主要参数变化对结构各部位荷载效应的影响规律。
补充资料：望海潮 自咏
【诗文】：
昔年贪爱，平生做作，而今一旦纷飞。知命乐天，风前月下，依山临水幽栖。杜口且如痴也，不管傍人，说是谈非。尽日无馀事，惟保守这些儿。幽微。暗洽玄机。觉澄澄湛湛，并没归依。兴即唱吟，欣来歌舞，随缘悦我希夷，不整外容仪。放落魄婪耽，自在无为。但乐贫闲过，任乌兔
【注释】：
【出处】：
昔年贪爱，平生做作，而今一旦纷飞。知命乐天，风前月下，依山临水幽栖。杜口且如痴也，不管傍人，说是谈非。尽日无馀事，惟保守这些儿。幽微。暗洽玄机。觉澄澄湛湛，并没归依。兴即唱吟，欣来歌舞，随缘悦我希夷，不整外容仪。放落魄婪耽，自在无为。但乐贫闲过，任乌兔
【注释】：
【出处】：
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条