| 1. | The analysis showed that the hampers of ductle column possessed good aseismic performance
分析表明，这些延性柱耗能器具有良好的消耗地震能量的能力。 |
| 2. | In steel frames structural stability and resistance to lateral loads require the transfer of bending moments between beams and columns
在钢框架体系中，节点域是较薄弱的单元，说其薄弱是因为要通过其变形来耗散地震能量。 |
| 3. | Studies have show that designing both the beam and the panel zone to participate effectively in dissipating the earthquake input energy is the appropriate failure mode
研究结果表明，柱腹板与梁翼缘同时进入屈服来共同耗散地震能量是一种较理想的破坏模式，有利于节点延性的发挥。 |
| 4. | Good shockproof capability : this product is designed with many layers of high - strength fiber webs , which can effectively absorb part of the energy from the earthquake to avoid the instantaneous collapse of the isolation wall
本产品内部设计数层高强度纤维纲，能有效吸收部份地震能量，以防止分间墙瞬间倒塌。 |
| 5. | Analysis results indicate that base isolation technology has obviously seismic isolating effect , and decreases maximum response of structure sharply when earthquake occurs , and isolates seismic energy effectively
结果表明：隔震体系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。 |
| 6. | In order to use structure ' s ability of elastic - plastic deformation to consume the earthquake energy , decrease the reaction in the earthquake , ferroconcrete frame structure should be designed into ductile one
为了利用结构的弹塑性变形能力耗散地震能量，减轻地震作用下结构的反应，应将钢筋混凝土框架结构设计成延性框架结构。 |
| 7. | Studying six full size specimens seismic behavior of the damper with concrete ductility column , it have been drawn from the experiments that the damper with concrete ductility column has good behavior for dissipating seismic energy
通过对混凝土延性柱耗能器6个足尺试件的试验研究可知混凝土延性柱耗能器具有良好的消耗地震能量的能力。 |
| 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. | Eccentrically braced frames ( ebfs ) combines the strength and stiffness of concentrically braced frames ( cbfs ) with the inelastic behavior and energy dissipation of moment - resisting frames , especially inelastic deformation of link absorbs seismic energy
偏心支撑框架结合了中心支撑框架的强度、刚度高和普通抗弯框架的延性、耗能性能好的优点，通过耗能梁段的非弹性变形耗散大量输入结构的地震能量。 |
| 10. | However , in the aseismic design of engineering structures , a new method named seismic isolation has been found to solve this problem , with which the isolators and dampers are used to isolate , absorb and disperse energy so that seismic response of structures is reduced
为了提高结构的抗震性能，还可以探索新的途径，那就是采用隔震技术，即利用隔震器和阻尼器来隔离、吸收和耗散地震能量，减小结构的地震反应。 |
