建筑科学与工程学报
建築科學與工程學報
건축과학여공정학보
Journal of Architecture and Civil Engineering
2015年
5期
32-38
,共7页
高层立体停车结构%水平横移%动力响应%动力放大系数
高層立體停車結構%水平橫移%動力響應%動力放大繫數
고층입체정차결구%수평횡이%동력향응%동력방대계수
high-rise tridimensional parking structure%horizontal transfer%dynamic response%dynamic amplification factor
采用大型通用有限元软件ANSYS中的APDL语言编程建立了高层立体停车结构的多尺度三维有限元模型,利用生死单元技术实现了移动质量沿梁匀速移动以模拟车辆沿梁的水平横移过程;对横梁动力特性进行了详细分析,得到了正常运行状态下横梁的动力响应放大系数,并进一步考察了移动质量与横梁间相互作用刚度、移动质量及移动速度等参数变化对横梁动态响应的影响规律,最后探讨了车辆横移情况下整体结构动力响应特性。结果表明:车辆横移过程引起的结构整体振动响应很小,可忽略不计;横梁的动力放大系数在1.4~1.7之间,应重点关注。
採用大型通用有限元軟件ANSYS中的APDL語言編程建立瞭高層立體停車結構的多呎度三維有限元模型,利用生死單元技術實現瞭移動質量沿樑勻速移動以模擬車輛沿樑的水平橫移過程;對橫樑動力特性進行瞭詳細分析,得到瞭正常運行狀態下橫樑的動力響應放大繫數,併進一步攷察瞭移動質量與橫樑間相互作用剛度、移動質量及移動速度等參數變化對橫樑動態響應的影響規律,最後探討瞭車輛橫移情況下整體結構動力響應特性。結果錶明:車輛橫移過程引起的結構整體振動響應很小,可忽略不計;橫樑的動力放大繫數在1.4~1.7之間,應重點關註。
채용대형통용유한원연건ANSYS중적APDL어언편정건립료고층입체정차결구적다척도삼유유한원모형,이용생사단원기술실현료이동질량연량균속이동이모의차량연량적수평횡이과정;대횡량동력특성진행료상세분석,득도료정상운행상태하횡량적동력향응방대계수,병진일보고찰료이동질량여횡량간상호작용강도、이동질량급이동속도등삼수변화대횡량동태향응적영향규률,최후탐토료차량횡이정황하정체결구동력향응특성。결과표명:차량횡이과정인기적결구정체진동향응흔소,가홀략불계;횡량적동력방대계수재1.4~1.7지간,응중점관주。
T he multi‐scale three‐dimensional finite element model of the high‐rise tridimensional parking structure was established using APDL language programming in general finite element software ANSYS ,and the technique of birth and death element was adopted in the model to simulate the horizontal transfer process of vehicle on the vehicle‐carrying board along the beams . The dynamic response characteristic of beams was analyzed in detail and the dynamic amplification factors of beams under normal operating condition were obtained .Then the influences of contact stiffness between moving mass and beam ,moving mass and the moving velocity on the dynamic response of beams were investigated .Finally ,the dynamic response characteristic of the whole structure during the horizontal transfer process of vehicle was also discussed .The results show that the vibration response of w hole structure during the horizontal transfer process of vehicle is tiny and can be ignored .The dynamic amplification factors of beam are between 1 .4 and 1 .7 and should be paid attention to .