Nonlinear Earthquake Response Analysis with Partial Uplift of a Building on a 3D Layered Half-Space Using Dynamic Stiffness in Frequency Domain

by Masato Motosaka, Kajima Corp, Tokyo, Japan,
Masayuki Nagano, Kajima Corp, Tokyo, Japan,



Document Type: Proceeding Paper

Part of: Computing in Civil and Building Engineering

Abstract:

Buildings



Subject Headings: Earthquake resistant structures | Numerical methods | Structural analysis | Stiffening | Uplifting behavior | Earthquakes | Three-dimensional analysis | Load and resistance factor design

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