subshell

Biometric parameters, including diameter of dry, hydrated, and decapsulated eggs, as well as thickness of ultra-shell layers have been measured for the relationship of biometrics value and strains.

为深入了解卤虫卵生物学测定值与其品系间的相关性,选择青海尕海、新疆阿其克库勒湖、山西解池、山东埕口盐场、西藏(具体地点不详)、新疆鲸鱼湖以及西藏拉果错湖共7个品系的卤虫卵,进行了干卵、水合卵、脱壳卵卵径及卵亚壳层厚度的测定。

MFT was decreased with the increasing on the depth of shell layer when the monomer composition was the same at core and shell layer.

研究表明,核/壳比相同时,壳中丙烯酸丁酯(BA)含量对乳液T_g值、成膜性能及膜的力学性能均有影响;当核层和壳层中单体组成相同时,壳层的厚度越大,MFT值则越低;在总组成和核/壳比一定时,只改变核层和壳层单体的组成,也可以在一定范围内使乳液的特性发生变化。

The preparation of shell layer of multistructure silver bromoiodide cubic microcrystals was studied.

本文研究了多结构立方体溴碘化银乳剂微晶的壳层制备。

Atomic ground state is the minimum state of atomic energy,which is significance to the study of electric shell structure of atom.

原子的基态是原子能量的最低状态 ,这对于研究原子的电子壳层结构具有重要的意义 ,本文给出了确定原子基态的一种方法。

A Simply Calculational Method of Atomic Base State of Two Support Stratums without Being Filled with Electrons;

两个支壳层未被占满电子的光谱求法

Hence a full subshell has zero angular momentum and is spherically symmetric.

于是，一个已经填满的支壳层的角动量为零，并且是球面对称的。

Research on the Mechanical Behaviors of Prestressed Arch-supported Double-layer Reticulated Shell Structures;

预应力拱支双层网壳的静力性能研究

The analysis of seat form of a large and single layer net hull structure

某大型单层网壳结构的支座形式分析

Depositing an Apatite Coating in/on Massive Chitosan Porous Scaffolds by an Alternate Soaking Method

块状壳聚糖多孔支架内交替浸渍沉积磷灰石层

Damping performance of grounded monolayer ovaloid shell with buckling-restraining braces

单层落地椭球壳约束屈曲支撑的减震性能

Study on the Properties of Collagen-chitosan/silicone Bilayer Scaffold and Its in Situ Induced Regeneration of Dermis;

胶原—壳聚糖/硅橡胶双层皮肤支架及其原位诱导真皮再生性能

The Vibration Reducing Performance of the Single-layer Landing Oval Shell with Buckling Restrained Braces;

屈曲约束支撑在单层落地椭球网壳的减震性能分析

Vibration Reduction Performance Analysis on Single Layer Cylindrical Reticular Dome with Buckling-Restrained Braces;

约束屈曲支撑在单层柱面网壳结构中的减震效果分析

The Research on Vibration Reducing Performance of Single Layer Ellipse Lattice Shell Installed Buckling Restrained Braces;

应用屈曲约束支撑的单层椭球网壳减震性能研究

Dynamic Analysis on Large Span Reticular Dome with Buckling-Restrained Braces;

约束屈曲支撑在单层网壳结构中的减震效果分析

Geometrically Nonlinear Static and Dynamic Stability Analysis of Cylindrical Orthogonal Single-layer Lattice Shell Structures Supported by Four Points;

四点支承单层柱面正交异型网壳的几何非线性静动力稳定分析

Static behavior analysis and geometrically nonlinear stability study of cylindrical orthogonal single-layer lattice stell structures supported by fringe truss;

边桁架支撑的单层柱面正交异型网壳内力及非线性稳定分析

The Vibration Reducing Performance of the Large-span Double-layer Shell with Buckling Restrained Braces

约束屈曲支撑在大跨度双层网壳的减震性能分析

Analysis of vibration reducing performance for single layer lattice shells with buckling restrained braces

约束屈曲支撑在单层网壳减震控制中的应用研究

ANALYTICAL SOLUTION OF THERMOELASTIC LAMINATED GENERIC SHELLS WITH FOUR SIMPLY SUPPORTED

四边简支热弹性复合材料层合正交双曲壳的解析解

Parameter Analysis of Single-layer Spherical Lattice Shell With FPS

摩擦摆支座在单层球面网壳结构隔震控制中的参数分析

Parameter analysis of isolation bearing in a single-layer spherical lattice shell

复合隔震支座在单层球面网壳中的参数分析(英文)