On the reduced solution of the earthquake‐induced pounding problem
Author:
Affiliation:
1. Institute of General MechanicsRWTH Aachen University Templergraben 64 52062Aachen Germany
Publisher
Wiley
Subject
Electrical and Electronic Engineering,Atomic and Molecular Physics, and Optics
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/pamm.201800187
Reference7 articles.
1. F.Bamer C.Bucher:Application of the proper orthogonal decomposition for linear and nonlinear structures under transient excitations. Acta Mechanica (2012). 223:2549–2563.
2. F.Bamer A.A.Kazemi C.Bucher:A new model order reduction strategy adapted to nonlinear problems in earthquake engineering. Earthquake Engineering & Structural Dynamics (2016). 46:515–694.
3. F.Bamer B.Markert: An efficient response identification strategy for nonlinear structures subject to non‐stationary generated seismic excitations Design of Structures and Machines (2017). DOI:https://doi.org/10.1080/15397734.2017.1317269
4. F.Bamer B.Markert:A Nonlinear Deterministic Mode Decomposition Strategy for High‐Dimensional Monte Carlo Simulations. PAMM (2016).16(1):187–188.
5. F.Bamer J.Shi B.Markert: Efficient solution of the multiple seismic pounding problem using hierarchical substructure techniques. Computational Mechanics (2017). DOI:https://doi.org/10.1007/s00466-017-1525-x
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