Techno Press
You logged in as Techno Press

Steel and Composite Structures
  Volume 9, Number 5, October 2009, pages 473-497

Dynamic stiffness matrix of composite box beams
Nam-Il Kim

    For the spatially coupled free vibration analysis of composite box beams resting on elastic foundation under the axial force, the exact solutions are presented by using the power series method based on the homogeneous form of simultaneous ordinary differential equations. The general vibrational theory for the composite box beam with arbitrary lamination is developed by introducing Vlasov
Key Words
    free vibration; composite box beam; dynamic stiffness matrix; foundation effect.
Nam-Il Kim; Department of Civil and Environmental Engineering, Myongji University, San 38-2, Nam-Dong, Yongin, Kyonggi-Do, 449-728, Korea

Techno-Press: Publishers of international journals and conference proceedings.       Copyright © 2021 Techno Press
P.O. Box 33, Yuseong, Daejeon 305-600 Korea, Tel: +82-42-828-7996, Fax : +82-42-828-7997, Email: