石祚祥, 孙广俊, 李鸿晶. Analysis of Vibration Response and Influencing Factors of Concrete Frame Structure due to Vertical Impact Loading[J]. 2017, 37(5): 815-821.
石祚祥, 孙广俊, 李鸿晶. Analysis of Vibration Response and Influencing Factors of Concrete Frame Structure due to Vertical Impact Loading[J]. 2017, 37(5): 815-821. DOI: 10.13409/j.cnki.jdpme.2017.05.018.
By using the finite element software ABAQUS we analyse the concrete frame structure with three storeys and three spans
and study the impact location
the impact mass
the initial impact velocity and the influence on the dynamic response of frame structure.The results show that the initial impact velocity has significant influence on the impact force peak
while the impact position has little influence on the impact force peak.The initial impact velocity has great influence on maximum deflection and ultimate deflection of beam
while the impact position and the impact mass have little influence;when the side-span beams are impacted
the adjacent beam-column joints suffer serious tensile damage
while when the mid-span beams in the same storey are impacted
the tensile damage in entire frame beam-column joints are relatively slight
but the distribution are relatively wide.With the increase of the impact mass and the initial impact velocity
storey the tensile damage of the whole frame structure is more and more serious
frame beams and beam-column joints are the main energy-consuming locations.
Elasto-plastic impact response analysis of shear-failure-type RC beams with shear rebars [J] . Abdul Qadir Bhatti,Norimitsu Kishi,Hiroshi Mikami,Tomohiro Ando. Materials and Design . 2008 (3)
Impact behavior of shear-failure-type RC beams without shear rebar [J] . N. Kishi,H. Mikami,K.G. Matsuoka,T. Ando. International Journal of Impact Engineering . 2002 (9)