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1)  strength reduction
强度削减
2)  rigidity reduction
刚度削减
3)  weaken operation intensity
强度削弱
1.
The key methods of optimizing the computing models of IAPWS-IF97 are to merge constant values,refine algebra equations,delete common sub expressions,extract constant code out of cycle and weaken operation intensity.
优化的关键方法是用合并已知量、代数变换、删除公共子表达式、代码外提、强度削弱对其1、2、3区的基本方程、导出方程和反推方程进行优化。
4)  strength degradation
强度衰减
1.
An approach to estimate fatigue life of concrete based on residual strength degradation;
基于剩余强度衰减的混凝土疲劳寿命估算方法
2.
The study confirmes that the long_term failure of ceramics is due to the strength degradation that can be caused by various factors.
认为长期失效的本质是强度衰减 ,建立了一个疲劳失效的强度衰减模型和提出了寿命预测方法 。
3.
It is universally acknowledged that soil strength degradation and creep under water-Absorption are main factors of startup of landslide.
土体吸水蠕变强度衰减是散体滑坡演绎启动的根本原因,以巫山冯家坝滑坡为例,由室内试验得到不同饱和度下松散土体的物理力学参数,应用大型有限元数值模拟软件ANSYS,研究了降雨条件下散体滑坡的演变趋势。
5)  strength reduction
强度折减
1.
Research on the property of rock shearing strength and strength reduction method;
岩体剪切强度特性及强度折减方法研究
2.
Determination of the anchorage depth of rigid anti-slide piles based on strength reduction method;
基于强度折减的刚性抗滑桩锚固深度确定
3.
Numerical analysis for bearing capacity of undrained two-layer clays by FEM with strength reduction;
不排水双层粘土地基承载力的强度折减有限元分析
6)  strength reduction method
强度折减
1.
Analysis on the deep anti-sliding stability of concrete gravity dam foundation by FLAC strength reduction method
用强度折减方法分析重力坝深层抗滑稳定性
2.
By using the strength reduction method,the stable situations of the landslide under the primary situation,impounding situation,rainstorm situation,rapid drawdown situation,earthquake situation are analyzed in detail.
从地质条件出发,详细分析了滑坡的成因,以大型的岩土工程数值分析软件(ADINA)为研究手段,建立有限元计算模型,用强度折减的方法分析了滑坡体在初始工况、蓄水工况、暴雨工况、水位骤降工况和地震工况下的稳定情况,根据滑坡的失稳情况,在综合考虑的基础上,提出了削坡减载和地表排水相结合的治理措施,计算结果表明,治理措施是可行的,研究结果对设计和施工具有较大的参考价值。
3.
The results shows that using the FDM strength reduction method can got the internal slide surface and safety factor about the reinforced earth walls,and can provide proof for reinforced earth walls engineering design.
利用FLAC~(3D)软件分别对不同的填土参数及筋土界面参数等情况进行加筋土挡墙有限差分强度折减计算,分析得出不同情况下加筋土挡墙的安全系数。
补充资料:表光合强度(见光合强度)


表光合强度(见光合强度)
forecast of sowing or transplanting time

b iaoguanghe qiangdu表光合强度见光合强度
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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