偏安 meaning in English
(of a feudal regime) be content to retain sovereignty over a part of the country
Examples
- State - owned commercial banks ( scb ) are the backbone of china ' s financial system
在经济全球化的历史潮流中,我国国有商业银行不可能永远偏安一隅。 - So , for pre - stressed concrete bridge structure member , it may be assume safely that the initial corrosion time be regarded as the limit state of corrosion damage of structure or members
冈此，对下预应力混凝十桥梁结构构件而言，可以偏安全地近似将结构的初始腐蚀时间作为结构或构件的腐蚀破川川茁界状态。 - The control parameters and growth lives of cracks are calculated using the method of submodel . come to the conclusion that the results of life is safe while the average stress at crack is used as the remote tensile stress
研究表明，采用子模型法求裂纹扩展寿命研究时，用裂纹面原有位置处的中值应力作为远场应力，可以得到偏安全的计算结果。 - Shenzhen , a pearl at the front line of china ' s reform , has developed from a remote small fishing village to a outstanding modern city in southern china , and has the fastest developing economy among chinese cities
深圳，身为中国改革开放前沿的一颗明珠，在短短的20年间，由一个偏安一隅的小渔村发展成为一个鹤立华南的现代化都市，并成为全国经济发展最快的城市。 - Through the experimentation for the physical performance of cfpb masonry under local compression , the author has observed the deformation and failure of cfpbm . based on the mathematical statistics and regression analysis of the experimental data , the author derived a feasible and common formula for counting the cfpbm ' s local compression strength regarding the different local compression locations , analyzed stress distribution of local bearing masonry under beams end , and provided the calculating formula on effective supporting length of beam end in brick masonry . as the results of experiments demonstrate , owing to the cfpb ' s own holes " system , the beneficial effects , the bounding effect of surrounding masonry and the spread effect of force , have not developed completely
试验结果分析表明：由于多孔砖自身的孔洞结构，砌体内部的围箍作用和力的扩散作用未得到充分发挥，局压强度虽较轴心受压强度有所提高，但仍低于同情况下实心砖的局压强度；当有上部荷载作用时，对砌体局压有利的悬臂卸荷作用和内拱卸荷作用均不明显，因此在推导梁端局压强度计算公式时，未考虑此可能存在的有利影响，计算偏安全；局压强度提高系数公式除采用规范公式（二项式）的表达式，还用对数式进行了回归推导，得到了一个较为普遍的公式；论文还对梁端局压的梁端有效支承长度计算公式进行了回归推导。