| 1. | Analysis and countermeasure of standing time on determination of serum protein processing
影响血清蛋白检测结果的放置时间分析及对策 |
| 2. | Influence of sample standing time and temperature on metered results of prothrombin time and activated partial thromboplasin time
标本放置时间及温度对凝血酶原时间和活化部分凝血活酶时间测定结果的影响 |
| 3. | Under a reaction time of 10 minutes and a standing time of 2 hr , the morphology and phases caoxa crystals become approximately constant
反应时间和陈化时间分别为10分钟和2小时条件下，不仅可以使反应得以充分进行，而且产物的物相也不会发生明显变化。 |
| 4. | The sloth inside management work had been obviously shrunk . official concept had changed , and no longer limit at standing time and space . second , network makes corporation organization structure change
四、企业管理l ：作中的惰性明显减少网络化的时效性令管理十作更几效率，同时义令企业的管理监督厂作更加透明。 |
| 5. | Based on standing time of 30 years national provision , annual processing capacity of 3 . 06 million tons could be satisfied . to the final production size with annual processing capacity of 1 million tons , the stock size could provide guarantee fully
从30年服务年限考虑（国家规定） ，可满足306万吨的年加工量，对最终形成年加工量100万吨生产规模，资源量完全可保障。 |
| 6. | Ill 6 . regularity of concrete petrography changing with temperature , standing time , cooling and curing process was studied by x - ray diffraction analysis . microscopic mechanics relative to macroscopic phenomenon after fire was discussed
利用x -射线衍射分析试验研究了火灾高温后混凝土的岩相随受火温度、静置时间、冷却及养护方式的变化规律，探讨了火灾后混凝土产生宏观现象的微观机理。 |
| 7. | As the reaction time and standing time increase , the percentage of calcium oxalate trihydrate ( cot ) decreases and the percentage of the thermodynamic stable calcium oxalate monohydrate ( com ) increases . the metastable calcium oxalate dihydrate ( cod ) is not observed
随着反应时间和陈化时间的增加，三水草酸钙( cot )直接转化为稳定态的一水草酸钙( com ) ，而没有经过亚稳态的二水草酸钙( cod ) 。 |
| 8. | 7 . regularity of microscopic pattern in concrete after fire changing with temperature , standing time , cooling and curing process was studied by stereoscan test . it was summarized to predict temperature in fire based on microscopic structure subject to fire
利用扫描电镜分析试验研究了火灾高温后混凝土内部的微观形貌随受火温度、静置时间、冷却及养护方式的变化规律，归纳了通过高温后混凝土的显微结构特征推定火灾温度的方法。 |
| 9. | 4 . delayed stable strength was found in different temperature and standing time according to concrete compression test data , which is a relative lowest value . the most proper time for reinforcement after fire was discussed
根据混凝土抗压强度试验结果，找出了各种受火温度下混凝土随静置时间变化的延迟稳定强度指标，该强度是综合工程实际和试验结果而得出的一个相对最低强度，并以此探讨了火灾后混凝土结构实施补强加固的最佳合理时间。 |
| 10. | 3 . regularity of some mechanics index such as compressive strength , constitutive relationship of stress to strain and modulus changing with temperature , standing time , cooling and curing process after cool were studied by test . corresponding regressive equation was obtained with large quantity of data
试验研究了火灾高温后考虑静置时间影响的混凝土抗压强度、应力-应变本构关系及弹性模量等力学性能指标随混凝土受火温度、静置时间、冷却和冷却后的养护方式的变化规律，通过对大量试验数据的处理，给出了相应的拟合回归公式。 |
