广西大学学报(自然科学版)
廣西大學學報(自然科學版)
엄서대학학보(자연과학판)
JOURNAL OF GUANGXI UNIVERSITY (NATURAL SCIENCE EDITION)
2009年
6期
725-730
,共6页
吴轶%何铭基%郑俊光%刘爱荣%邓雪松
吳軼%何銘基%鄭俊光%劉愛榮%鄧雪鬆
오질%하명기%정준광%류애영%산설송
钢筋混凝土框架%耗能腋撑%抗震性能
鋼觔混凝土框架%耗能腋撐%抗震性能
강근혼응토광가%모능액탱%항진성능
reinforced concrete frame%energy dissipation haunch braces%seismic performances
为了减小强烈地震作用下钢筋混凝土框架梁柱节点的损伤破坏,在不影响建筑使用空间的前提下,提出在梁柱节点区附近设置耗能腋撑,改善框架结构的抗震性能.以一榀普通单层钢筋混凝土框架结构为研究对象,耗能腋撑采用防屈曲支撑,对框架结构进行低周反复数值模拟试验研究,并变化耗能腋撑布置方式,研究耗能腋撑对框架抗震性能影响.计算结果表明,带耗能腋撑框架滞回曲线饱满,框架结构的强度与刚度退化得到减缓,延性系数提高了53%;随着耗能腋撑与梁端距离或夹角的增大,框架结构的初始刚度与承载力均得到提高,两者分别提高了48%和39%,其延性系数最大可达到8.66;而耗能腋撑与梁的夹角对框架结构的刚度退化系数影响并不显著.耗能腋撑有效地改善了钢筋混凝土框架的抗震性能.
為瞭減小彊烈地震作用下鋼觔混凝土框架樑柱節點的損傷破壞,在不影響建築使用空間的前提下,提齣在樑柱節點區附近設置耗能腋撐,改善框架結構的抗震性能.以一榀普通單層鋼觔混凝土框架結構為研究對象,耗能腋撐採用防屈麯支撐,對框架結構進行低週反複數值模擬試驗研究,併變化耗能腋撐佈置方式,研究耗能腋撐對框架抗震性能影響.計算結果錶明,帶耗能腋撐框架滯迴麯線飽滿,框架結構的彊度與剛度退化得到減緩,延性繫數提高瞭53%;隨著耗能腋撐與樑耑距離或夾角的增大,框架結構的初始剛度與承載力均得到提高,兩者分彆提高瞭48%和39%,其延性繫數最大可達到8.66;而耗能腋撐與樑的夾角對框架結構的剛度退化繫數影響併不顯著.耗能腋撐有效地改善瞭鋼觔混凝土框架的抗震性能.
위료감소강렬지진작용하강근혼응토광가량주절점적손상파배,재불영향건축사용공간적전제하,제출재량주절점구부근설치모능액탱,개선광가결구적항진성능.이일품보통단층강근혼응토광가결구위연구대상,모능액탱채용방굴곡지탱,대광가결구진행저주반복수치모의시험연구,병변화모능액탱포치방식,연구모능액탱대광가항진성능영향.계산결과표명,대모능액탱광가체회곡선포만,광가결구적강도여강도퇴화득도감완,연성계수제고료53%;수착모능액탱여량단거리혹협각적증대,광가결구적초시강도여승재력균득도제고,량자분별제고료48%화39%,기연성계수최대가체도8.66;이모능액탱여량적협각대광가결구적강도퇴화계수영향병불현저.모능액탱유효지개선료강근혼응토광가적항진성능.
To decrease the damage and fracture of reinforced concrete beam-column joint under strong earthquake, energy dissipation haunch braces (EDHB) were proposed to be installed to im-prove the seismic performance of reinforced concrete(RC) frame without violating floor usage. A sin-gle-story reinforced concrete frame equipped with buckling restrained braces was selected, and nu-merical simulation investigations of the RC frame subjected to low cyclic loading were carried out and the effects of different arrangement of EDHBs on the seismic performances of the frame were studied. Results show that the hysteretic curves of the frame with EDHBs is plump, strength and stiffness degradation are alleviated, and the ductility coefficient can be inereased 53%;with the increase of the distance or the angle between EDHBs and the beam, the initial stiffness and bearing capacity of the frame can be enhanced 48% and 39% , the ductility coefficient maximally reaches 8. 66, and the stiffness degradation of the frame can be influenced insignificantly by the angle between EDHBs and the beam. The seismic performances of the RC frame are improved effectively by EDHBs.