Residual displacement and residual strain measurement for steel frame under seismic load by integrated dot centroid tracking method

Author:

Toyoshi Takuya

Funder

JSPS

Publisher

Elsevier BV

Subject

Applied Mathematics,Electrical and Electronic Engineering,Condensed Matter Physics,Instrumentation

Reference26 articles.

1. Validation of E-simulator using a large number of measurement data obtained by E-defense shake-table test of a steel frame;Yamashita,2014

2. Verification of finite element elastic-plastic buckling analysis of square steel tube column using solid element;Miyamura;Trans. JSCES,2013

3. Super-detailed FEM simulations for full-scale steel structure with fatal rupture at joints between members—Shaking-table test of full-scale steel frame structure to estimate influence of cumulative damage by multiple strong motion: part 1;Mizushima;Japan Arch. Rev.,2018

4. Large-scale FE analysis of steel building frames using E-simulator;Miyamura;Prog. Nucl. Sci. Technol.,2011

5. Digital image correlation using newton-Raphson method of partial differential correction;Bruck;Exp. Mech.,1989

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