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Featured researches published by Fuminobu Ozaki.


Journal of Structural Engineering-asce | 2013

Damage-Control Systems Using Replaceable Energy-Dissipating Steel Fuses for Cold-Formed Steel Structures: Seismic Behavior by Shake Table Tests

Fuminobu Ozaki; Yoshimichi Kawai; Ryoichi Kanno; Koji Hanya

AbstractA system that controls the rocking behavior of multistory shear walls is proposed as an innovative damage-control system for cold-formed steel structures. In this system, we have developed a new hold-down equipped with a fuse function (HDF) that controls the rocking behavior and is placed on the foundation of multistory shear walls. The HDF contributes to reducing damage to both structural and nonstructural members in cold-formed steel framed buildings, dissipating seismic input energy in the event of a large earthquake. The present paper describes the shake table tests performed using one-story, one-span, real-size specimens to investigate the fundamental behavior of the developed system. By using shake table tests in which the type of hold-down and the magnitude of input ground motion were varied as parameters, it was clarified that the plasticization of HDFs could reduce the base shear of specimens and that the energy dissipation by the HDFs could subdue the uplift deformation of the specimens....


Archive | 2015

Probabilistic hazard model of inelastic oscillator based on semi-theoretical solutions of first passage problem

Yasuhiro Mori; Masato Takashima; Sayo Kojima; Fuminobu Ozaki

In this study, an approximate method of estimating the exceedance probability of the maximum ductility factor of an inelastic oscillator is proposed based on the equivalent linearization technique using the capacity spectrum (CS) method. The CS method seeks to determine the first point at which the demand spectrum crosses the CS. Because the auto-correlation function of the response spectrum is only a function of the difference between the logarithms of two natural periods, the CS method can be interpreted as the first passage problem of a stationary standard normal stochastic process. Because the auto-correlation function is not continuous when the difference is equal to zero, and because the crossing event cannot be modeled as a Poisson process when the CS is close to the horizontal axis, the mean crossing rate is semi-theoretically estimated based on Monte Carlo simulation. The results are further modified to create a general model. The accuracy of the proposed method is demonstrated by using numerical examples.


Journal of Structural and Construction Engineering (transactions of Aij) | 2007

EXPERIMENTAL STUDY ON SHEAR DEFORMATION BEHAVIOR OF HIGH STRENGTH BOLTS AT ELEVATED TEMPERATURE

Takeo Hirashima; Naoyuki Hamada; Fuminobu Ozaki; Takeo Ave; Hideki Uesugi


Archive | 2010

Innovative Damage Control Systems Using Replaceable Energy Dissipating Steel Fuses for Cold-formed Steel Structures

Fuminobu Ozaki; Yoshimichi Kawai; Hiroshi Tanaka; Tadayoshi Okada; Ryoichi Kanno


Journal of Structural and Construction Engineering (transactions of Aij) | 2007

ULTIMATE TEMPERATURES OF STEEL COLUMNS SUBJECTED TO THERMAL ELONGATIONS OF ADJACENT BEAMS AT FIRES

Fuminobu Ozaki


Journal of Structural and Construction Engineering (transactions of Aij) | 2001

ULTIMATE TEMPERATURES OF STEEL FRAMES WITH HIGH STRENGTH BOLTED BEAM JOINTS SUBJECTED TO FIRE

Fuminobu Ozaki; Hiroyuki Suzuki


Journal of Structural and Construction Engineering (transactions of Aij) | 2017

FIRE RESISTANCE OF STEEL BEAMS INCLUDING BEAM-COLUMN WELDED CONNECTIONS WITH THROUGH DIAPHRAGMS

Fuminobu Ozaki; Yuki Kawasaki


Journal of Structural and Construction Engineering (transactions of Aij) | 2017

COLLAPSE AND FLEXURAL-TORSIONAL BUCKLING TEMPERATURES AT FIRE FOR BEAMS IN STEEL FRAMES

Fuminobu Ozaki; Wei Guo


Journal of Structural and Construction Engineering (transactions of Aij) | 2017

RELATIONSHIPS BETWEEN REDUNDANCY AND COLLAPSE MODES FOR STEEL FRAMES AT FIRE IN CASE OF CONSIDERING VARIATIONS IN STEEL STRENGTH: - Estimation of variations in collapse temperatures of steel frames subjected to fire Part 3-@@@- 火災時鋼架構の崩壊温度のばらつき評価 その3 -

Fuminobu Ozaki; Taiyu Sato


Journal of Structural and Construction Engineering (transactions of Aij) | 2017

TENSILE TESTS OF STEEL WELDED JOINTS AT HIGH TEMPERATURE

Yuki Kawasaki; Fuminobu Ozaki

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Jun-ichi Suzuki

Tokyo University of Science

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