| 1. | A research over substructure design for jinbin light rail viaduct with jointless track
采用无缝线路的津滨轻轨高架桥梁下部结构设计研究 |
| 2. | The lower structures even had not been yielded as the upper structures were destroyed
上部结构趋于破坏时，大平台下部结构尚未有明显屈服的现象。 |
| 3. | Usually , it is accustomed to name the bridge stride as the substructure of bridge
通常习惯称桥跨为桥梁的上部结构；称桥墩，桥台及其基础为桥梁的下部结构。 |
| 4. | Based on calculation and analysis of b8 bridge pile cluster foundation , upper and lower structure configuration can be adjusted
摘要通过对b8桥群桩基础的布置、计算及分析，提出下部结构要和上部结构相协调的观点。 |
| 5. | At the mean time , discussion about selecting the transfer story ' s number of upper and lower floor in local analysis is performed
还对进行钢桁架转换层局部详细受力分析时，其上、下部结构层数的选取进行了探讨。 |
| 6. | Furthermore , geometrical sizes of superstructures are easier to perform . 2 . the prefabrication of superstructure segments can be processed while the substructure is under construction
( 2 )施工速度快，工期短；上部结构节段预制可与下部结构施工同时进行。 |
| 7. | Refering to the vertical loads on the slab , the paper analyzes the effects from under parts and present a comparative reasonable support pattern
在讨论厚板转换层在竖向荷载下的受力时，主要分析了下部结构对厚板的影响，以期使用一种最为合理的支座模型模拟实际情况。 |
| 8. | Other items may also include medical gas , computer infrastructure , phone / communications systems , and life safety systems such as fire alarms or fire suppression systems
其他项目可会包括医学气体，计算机下部结构，电话/通讯系统和生活安全系统，比如：火警和扑火装备系统。 |
| 9. | This paper analyzes the influence of pile spacing , pile diameter and pier cross - section on the stiffness of bridge foundation through the calculation of the longitudinal stiffness at pier - top
摘要对桥墩纵向刚度进行计算，分析影响桥梁下部结构刚度的主要因素，包括桩径、桩间距以及墩截面几何尺寸。 |
| 10. | The plastic hinges occurred at the bottom and top of the columns of the platform , while there were no plastic hinges at the ends of transfer beams though the bars there were yielded
下部结构一层梁首先屈服，继而大平台柱的底部和顶端都形成塑性铰，转换梁上的钢筋虽然也有屈服，但是没有明显破坏现象。 |
