| 1. | Design and simulation of a new full scale mr damper
新型足尺磁流变液阻尼器的设计及仿真分析 |
| 2. | Principles of bi - prestressed concrete bean and its full size test study
双预应力及其足尺梁试验研究 |
| 3. | Test device design for full scale prestressed concrete beam on the spot
足尺预应力混凝土梁现场试验装置设计 |
| 4. | Full - scale test of battened tubular column in new beiyun international airport terminal
新白云国际机场航站楼钢管缀板柱足尺试验 |
| 5. | The results of full scale tests in this dissertation can reinforce international database of test
本文的试验研究为国际节点数据库增添了足尺节点试验数据。 |
| 6. | ( 2 ) the experiments of 8 full size cold - formed thin - walled c steel beam - to - column connections with self - drilling screws connecting
( 2 ) 8个足尺自攻螺钉连接的冷弯薄壁c型钢梁柱节点的试验。 |
| 7. | Based on the elastic finite element analysis of the beam - wider - than - wall joint , two specimen are designed to test the joint behavior
本文在宽梁与薄墙肢节点的弹性有限元分析基础上，设计了近似足尺的试件进行试验。 |
| 8. | Because the size of tubular joints used in practice engineering is always large , the full scale tests study is of significance much more
由于实际工程中，钢管相贯节点的尺寸一般比较大，足尺试验研究则更具研究意义。 |
| 9. | During the on - site experiment for full - scale segmental model of the girder , stress and cracks of the side - boxes were surveyed
进行标准梁段足尺模型试验，观测试验模型横向预应力钢束张拉后，主梁边箱测点的应变，以及模型表面混凝土裂缝的情况。 |
| 10. | The results of full scale tests in this dissertation can reinforce international database of test and numerical analysis results for unstiffened tubular joints
本文的试验研究为国际节点数据库增添了足尺节点试验数据资料，并新增了kkt型节点的试验数据。 |
