| 1. | Part four : the design research on the vibration mitigation and energy dissipating equipment
第四章:减振耗能装置的设计研究。 |
| 2. | Ahout 18 % of the tidal energy dissipates in the interior . the wind energy entering the sea circulation is about 5gw in winter , and 0
而风提供给环流能量最大在1月份约为sgw左右，最小的在7月份为o . 07gw 。 |
| 3. | Part five : test analysis of the vibration of the second pump and the pole with the vibration mitigation and additive energy dissipating equipment
第五章: 2 #泵管系与阀杆附加耗能减振措施后的振动测试分析。 |
| 4. | Till now , the failure mode , energy dissipating property and internal force distribution status in slw structures are still unknown
短肢墙结构的破坏形式，滞回耗能性能以及内力分布规律等基本性状尚不清楚。 |
| 5. | The flow characteristics , eddy structure and energy dissipated mechanism of multi - horizontal submerged jets ( mhsj ) are studied by means of 3 - d numerical simulation
摘要采用三维数值模拟，研究了多股多层水平淹没射流的流动特性、漩涡结构和消能机理。 |
| 6. | From the point of view of load bearing capacity and energy dissipating , with rdw being 6 . 5 , the specimens behavior best . 4 all the failure modes are interpreted in the view of structure mechanism
从试体破坏形态，极限承载力以及耗能能力来看，肢厚比等于6 . 5的2个短肢墙结构整体性性能较好。 |
| 7. | In the paper , friction energy dissipation is discussed mainly . using nonlinear spring element and combination element , the finite element model of friction energy dissipating brace frame is established
本文针对摩擦耗能这一减震形式进行讨论，采用非线性弹簧单元、组合单元建立摩擦耗能支撑框架结构的有限元模型。 |
| 8. | The results show that the friction energy dissipating brace has obviously seismic vibrat ion - suppressed effect , and decreases maximum response of structure sharply when earthquake occurs , and dissipates a great deal of earthquake input energy
结果表明：摩擦耗能支撑具有明显的减震效果，它大大降低了地震作用下结构的峰值反应，有效地消耗了地震能量。 |
| 9. | Test analysis of the vibration of pipeline system with the vibration mitigation and additive energy dissipating equipment is processed . the result indicates that this measure can effectively reduce the vibration of the pipeline , and the stability of the pipeline system is swelled
主要针对该管系安装附加耗能减振措施后进行测试分析,分析结果表明,采用该种减振措施可以有效的降低管道的振动,使管道系统稳定性增强。 |
| 10. | This paper describes the structural type and characteristics of double - pile floating energy dissipating installation , principle of energy absorption during vessel ' s berthing , scope of adaptability and main points of design , which may serve as a reference for design of large - tonnage floating wharves
摘要介绍双桩浮式消能设施的结构型式及特点，船舶靠泊吸能原理、适用范围以及设计要点等，可供大吨位浮码头的设计借鉴。 |
