振动与冲击
振動與遲擊
진동여충격
JOURNAL OF VIBRATION AND SHOCK
2014年
17期
184-190
,共7页
李波%杨庆山%侯亚委%陈爱国
李波%楊慶山%侯亞委%陳愛國
리파%양경산%후아위%진애국
风洞试验%数值模拟%风压分布%速度比%风环境
風洞試驗%數值模擬%風壓分佈%速度比%風環境
풍동시험%수치모의%풍압분포%속도비%풍배경
wind tunnel test%numerical simulation%wind-pressure distribution%wind speed ratio%wind environment
采用刚性模型测压风洞试验与 CFD 数值模拟相结合的方法,对大型客运码头风荷载特性和风环境进行了分析。结果表明,CFD 数值模拟得到的码头屋盖风荷载分布与试验结果相吻合,能够用于模拟复杂建筑群的绕流;客运码头建筑物的布置形式对其屋盖风荷载影响较大,降低屋盖下方附属建筑物的高度,可以有效缓解气流在屋盖前缘的分离,减小作用于其上的风荷载。码头风环境分析结果表明,建筑物对气流的干扰作用是引起风加速的主要原因,算例客运码头的风环境问题较为突出。
採用剛性模型測壓風洞試驗與 CFD 數值模擬相結閤的方法,對大型客運碼頭風荷載特性和風環境進行瞭分析。結果錶明,CFD 數值模擬得到的碼頭屋蓋風荷載分佈與試驗結果相吻閤,能夠用于模擬複雜建築群的繞流;客運碼頭建築物的佈置形式對其屋蓋風荷載影響較大,降低屋蓋下方附屬建築物的高度,可以有效緩解氣流在屋蓋前緣的分離,減小作用于其上的風荷載。碼頭風環境分析結果錶明,建築物對氣流的榦擾作用是引起風加速的主要原因,算例客運碼頭的風環境問題較為突齣。
채용강성모형측압풍동시험여 CFD 수치모의상결합적방법,대대형객운마두풍하재특성화풍배경진행료분석。결과표명,CFD 수치모의득도적마두옥개풍하재분포여시험결과상문합,능구용우모의복잡건축군적요류;객운마두건축물적포치형식대기옥개풍하재영향교대,강저옥개하방부속건축물적고도,가이유효완해기류재옥개전연적분리,감소작용우기상적풍하재。마두풍배경분석결과표명,건축물대기류적간우작용시인기풍가속적주요원인,산례객운마두적풍배경문제교위돌출。
Wind tunnel tests using a rigid model and CFD numerical simulation were conducted to investigate the wind load distribution and the wind environment of a large ferry terminal.Wind load distributions on the roof of the ferry terminal obtained with numerical simulation agreed well with those using wind tunnel tests.It was shown that the provided numerical model can be used to simulate the airflow around the ferry terminal;the layout of buildings in the ferry terminal affects the wind load on the roof obviously;with decrease in the height of ancillary buildings under the roof,the separation of airflow at the edge of the roof is relieved and wind load acted on the roof decreases.Analysis of wind environment showed that the interference effect of buildings on air flow is the main reason for wind speed increasing,and the problem of wind environment around the ferry terminal is prominent.