山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2011年
24期
50-51
,共2页
等强度悬臂棒%振动台%滞回性能%等效刚度%等效阻尼比
等彊度懸臂棒%振動檯%滯迴性能%等效剛度%等效阻尼比
등강도현비봉%진동태%체회성능%등효강도%등효조니비
constant strength cantilever%vibrating table%hysteretic performance%equivalent stiffness%equivalent damping ratio
结合弹塑性防落梁支座设计原理,进行了弹塑性防落梁支座体系振动台试验,试验结果表明：弹塑性防落梁支座在减少地震能向上部结构传递的效果明显,从而验证了该支座设计原理的可行性。
結閤彈塑性防落樑支座設計原理,進行瞭彈塑性防落樑支座體繫振動檯試驗,試驗結果錶明：彈塑性防落樑支座在減少地震能嚮上部結構傳遞的效果明顯,從而驗證瞭該支座設計原理的可行性。
결합탄소성방락량지좌설계원리,진행료탄소성방락량지좌체계진동태시험,시험결과표명：탄소성방락량지좌재감소지진능향상부결구전체적효과명현,종이험증료해지좌설계원리적가행성。
Combining with the design principle of elastic-plastic prevent fall beam bearer, made test on vibration table of elastic-plastic prevent fall beam manufacture system, the test results showed that： the elastic-plastic prevent fall beam bearer could reduce earthquake and the transmit effect was obvious to upper structure, which had verified the design principle feasibility of this bearer.
