科技通报
科技通報
과기통보
BULLETIN OF SCIENCE AND TECHNOLOGY
2013年
10期
192-195
,共4页
塑性铰%理论铰%对比%静力弹塑性Pushover分析%薄弱部位%结构设计措施
塑性鉸%理論鉸%對比%靜力彈塑性Pushover分析%薄弱部位%結構設計措施
소성교%이론교%대비%정력탄소성Pushover분석%박약부위%결구설계조시
plastic hinge%theory hinge%compare with%static force elastic-plastic pushover analysis%the weak region%the way in the structural design
首先简述建筑结构塑性铰的定义及性质；其次将塑性铰与理论铰作理论对比分析，并利用SAP2000引入一例单跨简支梁，分别在简支梁的跨中截面定义塑性铰和理论铰进行有限元分析，证明理论对比分析的结果；最后利用SAP2000对一栋10层建筑结构进行静力弹塑性Pushover抗震分析，得到其塑性铰的发展图，找出结构容易出现塑性铰的抗震薄弱部位，提出结构设计措施、局限性和对未来的展望。
首先簡述建築結構塑性鉸的定義及性質；其次將塑性鉸與理論鉸作理論對比分析，併利用SAP2000引入一例單跨簡支樑，分彆在簡支樑的跨中截麵定義塑性鉸和理論鉸進行有限元分析，證明理論對比分析的結果；最後利用SAP2000對一棟10層建築結構進行靜力彈塑性Pushover抗震分析，得到其塑性鉸的髮展圖，找齣結構容易齣現塑性鉸的抗震薄弱部位，提齣結構設計措施、跼限性和對未來的展望。
수선간술건축결구소성교적정의급성질；기차장소성교여이론교작이론대비분석，병이용SAP2000인입일례단과간지량，분별재간지량적과중절면정의소성교화이론교진행유한원분석，증명이론대비분석적결과；최후이용SAP2000대일동10층건축결구진행정력탄소성Pushover항진분석，득도기소성교적발전도，조출결구용역출현소성교적항진박약부위，제출결구설계조시、국한성화대미래적전망。
The article briefly describes the definition and nature of the plastic hinge in the building structure;Secondly, the author compare plastic hinge with theory hinge,and analyze their nature,but also give an example of Single span supported beam,we finite element analysis the simply supported beam when the plastic hinge and theory hinge separately appear in the midspan section,resultly it could prove the theory of comparative analysis.Finally,we realize a static force elastic-plastic pushover analysis to a 10-layer frame structure with SAP2000 program,resultly the plastic hinge develop-ment figure is arising,so the weak region can be found out,we should suggest the way in the structural design,also the limitations, future prospects and ending are proposed.
