Pounding of buildings in series during earthquakes
作者： Stavros A. Anagnostopoulos
关键词: Geology 、 Block (telecommunications) 、 Structural engineering 、 Almost surely 、 Series (mathematics) 、 Parametric statistics
摘要: A simplified model of several adjacent buildings in a block is used to study the pounding such due strong earthquakes. Considerable structural damage and even some collapses have sometimes been attributed this effect. Each structure modelled as S.D.O.F. system simulated using impact elements. parametric investigation problem shows that end structures experience almost always substantial increases their response while for ‘interior’ opposite often happens. This may explain why high percentages corner collapsed
sci-hub.se 参考文章(5)
A. Arias, A measure of earthquake intensity Seismic Design for Nuclear Power Plants. pp. 438- 483 ,(1970)
John F. Meehan, Earthquake Engineering Research Institute reconnaissance report : Managua, Nicaragua Earthquake of December 23, 1972 EERI. ,(1973)
R. K. Miller, B. Fatemi, An Efficient Technique for the Approximate Analysis of Vibro-Impact Journal of Vibration and Acoustics-transactions of The Asme. ,vol. 105, pp. 332- 336 ,(1983) , 10.1115/1.3269110
J. T. Frasier, Werner Goldsmith, Impact: the theory and physical behaviour of colliding solids. ,(1960)
J.P. Wolf, P.E. Skrikerud, Mutual pounding of adjacent structures during earthquakes Nuclear Engineering and Design. ,vol. 57, pp. 253- 275 ,(1980) , 10.1016/0029-5493(80)90106-5