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1)  multi-struts
多支撑
1.
The simulation of excavation and support on one multi-struts diaphgram wall project is carried out using the software FLAC(3D).
多支撑地下连续墙的应用越来越广泛,但其加固机理尚不完善。
2)  multi-layer supporting
多层支撑
1.
The holding power invariant method and program exploration of multi-layer supporting and layer by layer excavation;
多层支撑逐层开挖支承力不变法及编程开发
3)  multi-point supporting
多点支撑
1.
According to the principles of multi-point supporting strengthening flat arch bridge,based on the fabrication of two model arches and test of the model arches before and after strengthening,strain,deflection,crack control,failure mode,maximum bearing capacity and stress of supporting longitudinal bar before and after flat arch multi-point supporting strengthening were compared and analysed.
以多点支撑加固坦拱桥技术原理为依据,在完成2片模型试验拱的制作、加固前后测试的基础上,对比分析了圬工坦拱多点支撑加固增强处治前后主拱的应变、挠度、裂缝控制、破坏形态、极限承载力及支撑纵向钢筋应力指标。
4)  multi-braced
多支撑支护
1.
For the deep excavation, in order to reduce the pressure on the pile and control the deformation of the excavation, usually, multi-braced retaining is used.
当基坑深度较大时,为了减少桩墙的受力和控制基坑变形,常采用多支撑支护方式。
5)  macroporous supports
多孔支撑体*
6)  multi-resolution support
多分辨支撑
1.
In this process, by inducting noise model in the wavelet space and using significant statistic hypothesis test, the multi-resolution support of the useful information interested, that is the abnormal phenomena of the earthquake sequence was obtainned.
 利用二维离散小波变换的àtrous算法对地震数据做处理,在处理过程中,通过引入噪声模型,并利用显著性统计假设检验,得出有用信息(地震序列中的异常现象)的多分辨支撑图。
补充资料:多孔陶瓷支撑体膜
分子式:
CAS号:

性质:在多孔陶瓷体上附着的微孔陶瓷膜层。膜层厚度一般在几微米到几十微米,外径孔径一般为0.1~0.5μm,个别也有厚度达3~5μm、孔径10μm的。多采用氧化铝、二氧化钛和二氧化锆等作膜材料。制法是:用电机带动陶瓷支撑体旋转,当溶胶液(膜材料)滴落在支撑体上,就会迅速地敷覆到支撑体表面,待溶剂蒸发、凝胶化和干燥成膜后,经热处理而制成氧化物薄膜。现已为食品(含饮料)、医药、生物技术和环境保护等领域开发利用。

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