Modal and elastic time-history analysis of frames with tapered sections by non-prismatic elements

DOI10.1142/S0219455418501067MaRDI QIDQ6493091

Siwei Liu, Siu Lai Chan, Rui Bai

Publication date: 26 April 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

dynamicsframemass matrixnatural frequencytime-history analysisnon-prismatic element

Mathematics Subject Classification ID

Modal analysis in linear vibration theory (70J10)

Cites Work

• Free lateral vibration of beams of variable cross section
• PUSHOVER ANALYSIS BY ONE ELEMENT PER MEMBER FOR PERFORMANCE-BASED SEISMIC DESIGN
• AN ANALYTICAL STUDY ON THE LATERAL-TORSIONAL BUCKLING OF LINEARLY TAPERED CANTILEVER STRIP BEAMS
• Exact static and dynamic stiffness matrices for general variable cross section members
• Exact Bernoulli‐Euler static stiffness matrix for a range of tapered beam‐columns
• Static, dynamic and stability analysis of structures composed of tapered beams
• Formulation of Rayleigh damping and its extensions
• Matrix dynamic and instability analysis with non‐uniform elements
• Introduction to Finite Element Vibration Analysis

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