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1)  moderate-degraded
中度退化
1.
A comparative research on the plant communities between moderate-degraded and heavy-degraded alpine grassland was conducted,the result showed that with the aggravation of grassland degradation,the coverage,species diversity indexes,evenness indexes of plant communities decreased.
结果表明:随着草地退化程度的加重,草地群落的盖度、物种多样性指数、均匀度指数均下降,草地生物量的积累速率减弱,最终导致了草地初级生产力的降低,杂类草增多,优良的禾本科牧草在草群中所占的比例下降,枯落物的季节变化速率在6~7月份表现为分解速率,中度退化样地>重度退化样地;8~9月份表现为积累速率,中度退化样地<重度退化样地。
2)  middle-degenerated seeds
中度退化种子
1.
22 middle-degenerated seeds; 0.
本研究对多核枇杷品种种子退化及胚败育情况进行了调查,并首次从花药结构、花药散粉情况、花粉活力、柱头可受性、自然授粉后花粉原位萌发和花粉管生长特性、胚胎发育解剖观察等方面,系统研究了‘大五星\'枇杷的雌雄性器官育性和胚胎发育过程,探明了多核枇杷品种种子退化及中度退化种子产生的胚胎学基础。
3)  extreme degradation
极度退化
4)  strength degradation
强度退化
1.
Firstly, according to analyze the fatigue test result of the normalized carbon steel, a logarithmic expression is developed to describe residual strength degradation process, the definition and expression of fatigue damage under symmetrical she with constant amplitude are also given, and the expression 'can explain the non-linear property of fatigue damage.
通过对正火45钢的试验数据分析,提出了一个反映剩余强度退化的对数表达式,给出对称恒幅应力循环下疲劳损伤的定义与表达式。
2.
Based on the study of strength degradation of material in the fatigue process,a strength degradation model is proposed.
在研究疲劳过程中材料强度退化规律的基础上 ,建立了一个强度退化模型 。
3.
A nonlinear and continuous strength degradation model is presented from the view point that fatigue damage process is the process during which material static strength degrades constantly.
从疲劳过程本质上是材料静强度不断退化的过程的观点出发,建立了一个非线性的、连续的强度退化模型。
5)  stiffness degradation
刚度退化
1.
Research on behaviors of frame-shear wall structures based on stiffness degradation;
基于刚度退化的框-剪结构受力性能研究
2.
In this paper,a new rate-dependent concrete elasto-plastic damage model for simulating the mechanical behaviors of concrete is established by introducing the effect of strain rate,damage variable and stiffness degradation variables.
通过引入应变速率、损伤变量以及刚度退化指标等参数,建立了应变率相关的混凝土弹塑性损伤模型。
3.
The real stiffness of frame in different deformation phases was determined according to experimental data,and the stiffness degradation coefficient was adopted to revise the stiffness of each floor.
根据模型试验数据确定各变形阶段框架的实际抗侧刚度,采用框架抗推刚度退化系数对框架各楼层抗推刚度进行修正,再引入周期、剪力与侧移修正系数对弹性阶段的结构受力性能予以修正,提出一种考虑刚度退化时框架结构的计算方法,并给出具体计算步骤。
6)  rigidity degeneration
刚度退化
1.
The hysteretic behavior, rigidity degeneration, ductibility and capability of energy dissipation are analyzed by loading the structures in two principal directions.
通过三根不等肢配箍矩形框架柱在斜向低周水平反复荷载作用下的模型试验,结合以往试验数据,从滞回性能、刚度退化、延展性、耗能能力等方面对不等肢配箍矩形框架柱的抗震性能进行分析。
2.
Based on the experiments under low reversed cyclic loading,failure pattern,hysteresis curves,skeleton curves,restoring force model,displacement restoring capacity,ductility and rigidity degeneration of prestressed concrete beams with high PPR are studied systematically.
基于低周反复荷载试验,对高预应力度混凝土梁的受力过程、破坏形态、滞回曲线、骨架曲线、恢复力模型、变形恢复能力、延性、刚度退化等抗震性能进行了较深入的研究分析。
3.
Based on the experiment of columns under low-frequency cyclic loads, this paper discovers that rigidity degeneration is not obvious during the early loading stage but increases after the crack appears.
双向受剪框架柱在反复荷载作用下的刚度退化是结构抗震分析中的重要内容。
补充资料:安侬痛 ,阿那度尔,安那度尔,甲替啶
药物名称:安那度尔

英文名:Alphaprodine

别名: α-普洛丁;阿法罗定;安那度;安侬痛 ,阿那度尔,安那度尔,甲替啶
外文名:Alphaprodine ,α-Prodine, Nisentil, Prisilidene
适应症:
用于需短时止痛(镇痛起效比吗啡迅速,皮下注射5min即见效),如小手术时以及手术后的止痛,又可与阿托品合用于胃肠道、泌尿道等平滑肌痉挛性疼痛的止痛。
用量用法:
皮下注射:1次10~20mg,1日20~40mg。 静注:1次20mg。 极量:1次30mg,1日60mg。
注意事项:
1.亦有成瘾性,不宜久用。 2.有眩晕、无力、多汗等不良反应。 3.分娩时慎用,可能会引起胎儿窒息。

规格:注射液:每支10mg(1ml)、20mg(1ml)、40mg(1ml)。





类别:镇痛药\阿片受体激动药
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