| 1. | The live loads were applied by a standard system of ring dynamometers with attachment points distributed uniformly on the upper surface of the decking .
用一系列标准环式测力计施加活荷载，其接触点均匀分布于面板的上部表面。 |
| 2. | Quasi permanent value of live load on floor or roof
楼面屋面活荷载准永久值15 |
| 3. | Characteriseic value of live load on floor or roof
楼面屋面活荷载标准值14 |
| 4. | Combination value of live load on floor or roof
楼面屋面活荷载组合值15 |
| 5. | Equivalent uniformly distributed live load
等效均布活荷载14 |
| 6. | Reducing coefficient of liveload
活荷载折减系数14 |
| 7. | Our country ' s characteristic value of live load on residential floor is advanced
在此基础上，提出了我国住宅结构楼面活荷载标准值的建议取值。 |
| 8. | Based on the investigation of typical multistorey and high - rise residential buildings in xi ' an and baotou , a great quantity of residential floor live load data are gathered
论文以西安和包头地区多层和中高层典型住宅结构为对象，对典型住宅结构的楼面活荷载进行了调查，收集了大量的住宅楼面活荷载资料。 |
| 9. | This paper studies the reliability of structure during the construction period based existing data and the consideration of structural resistance increasing with time , and analyzed an example , the result of the analysis shows this method is available to the analysis of the structure reliability
在已有的钢筋混凝土结构现场施工活荷载统计资料的基础上，考虑了抗力在施工期间随时间增长的特性，研究了结构的可靠度，分析了算例。 |
| 10. | In the calculations of ultimate bearing capacity , the section of rc beam was divided into the elastic zone and the plastic zone based on the fire temperature field of the beam ' s section , the equivalent - floor - live - load was presented to describe the weakening of the bearing capacity of structure members in fire , the correlation expressions were established
摘要根据梁截面火灾温度场，将梁截面混凝土分为弹性区和塑性区2部分计算火灾场梁极限承载力，并采用等效楼面活荷载描述火灾场高温对梁极限承载力的削弱，推导了相关的计算公式。 |
