- 摘 要
-
金懷印1，李文廣1，許淑芳2
（1 同濟大學土木工程學院，上海200092：2 西安建筑科技大學土木工程學院，西安710055）[摘要] 為了研究帶縫空心鋼筋混凝土剪力墻結(jié)構房屋的動力特性，進行了縮比為1：3的6層模型房屋的動力特性試驗及擬動力試驗，獲得了結(jié)構的周期、振型、阻尼比、動力放大系數(shù)等動力特性參數(shù)。在試驗研究的基礎上，利用有限元分析軟件ANSYS對結(jié)構模型進行了模態(tài)分析，試驗結(jié)果與ANSYS模擬結(jié)果吻合較好。研究結(jié)果表明，帶縫空心鋼筋混凝土剪力墻結(jié)構是一種介于框架結(jié)構和傳統(tǒng)剪力墻結(jié)構的新型結(jié)構形式。
[關鍵詞] 帶縫空心剪力墻；模態(tài)分析；擬動力試驗；動力特性Experiment and simulation analysis on dynamic property of RC silt hollow shear vall structure
Jin Huaiyin1, Li Wenguang1, Xu Shufang2
( 1 Tongji University ,Shanghai 200092 ,China; 2 Xi'an University of Architecture and Technology, Xi'an 710055 ,China )Abstract: In order to study the dynamic properties of reinforced concrete silt hollow shear wall building, the dynamic characteristics test and pseudo-dynamic test of l/3 scale model of 6-story building were made. Dynamic property parameters such as periods, vibration modes, damping ratios, the amplificatory coefficients of seismic action were obtained. On the basis of the experimental study, the software ANSYS was adopted to make modal analysis. The results show that reinforced concrete silt hollow shear wall structure is a new form of structure which is between frame structure and traditional shear wall structure. The experimental results accord with ANSYS simulation results well.
Key\wrds: reinforced concrete; silt bollow shear wall; modal analysis; pseudo-dynamic test; dynamic property
