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Low cyclic fatigue and hysteretic behavior of U-shaped steel dampers for seismically isolated buildings under dynamic cyclic loadings

Earthquake engineering & structural dynamics, 2015-08, Vol.44 (10), p.1523-1538

2015

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Reliability of U‐shaped steel dampers used in base‐isolated structures subjected to biaxial excitation

Earthquake engineering & structural dynamics, 2017-04, Vol.46 (4), p.621-639

2017

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免震構造用U字形鋼材ダンパーの損傷評価における水平2方向入力の影響

日本建築学会構造系論文集, 2016, Vol.81(724), pp.1027-1037

2016

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EXPERIMENTAL STUDY ON CYCLIC DEFORMATION CAPACITY AND FAILURE MODES OF BUCKLING-RESTRAINED BRACES WITH MASS TIMBER-RESTRAINERS

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2022-11, Vol.87 (801), p.1059-1070

2022

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片流れ配置された座屈拘束ブレース機構安定条件の要因分析

日本建築学会構造系論文集, 2014/12/30, Vol.79(706), pp.1919-1929

2014

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ランダムな水平2方向変形に対する繰り返し変形性能: 免震構造用U字形鋼材ダンパーの水平2方向特性　その2

日本建築学会構造系論文集, 2014/10/30, Vol.79(704), pp.1457-1467

2014

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Experimental study on the bidirectional inelastic deformation capacity of U-shaped steel dampers for seismic isolated buildings

Earthquake engineering & structural dynamics, 2016-02, Vol.45 (2), p.173-192

2016

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Localization of two-dimensional quantum walks

Physical review. A, Atomic, molecular, and optical physics, 2004-05, Vol.69 (5), Article 052323

2004

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FLUCTUATIONS OF QUANTUM RANDOM WALKS ON CIRCLES

International journal of quantum information, 2005-09, Vol.3 (3), p.535-549

2005

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EXPERIMENTAL STUDY ON CYCLIC DEFORMATION CAPACITY AND FAILURE MODES OF BUCKLING-RESTRAINED BRACES WITH MASS TIMBER-RESTRAINERS

Journal of Structural and Construction Engineering (Transactions of AIJ), 2022/11/01, Vol.87(801), pp.1059-1070

2022

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EVOLUTION OF CONTINUOUS-TIME QUANTUM RANDOM WALKS ON CIRCLES

Fluctuation and noise letters, 2005-03, Vol.5 (1), p.L73-L83

2005

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拘束材に集成材を用いた座屈拘束ブレースの繰返し変形性能と破壊モード

日本建築学会構造系論文集, 2022/11/01, Vol.87(801), pp.1059-1070

2022

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DESIGN PROCEDURE FOR OUT-OF-PLANE RESPONSE CONTROL OF CANTILEVERED RC WALL CONNECTED BY ROLLER SUPPORTS TO METAL SPATIAL ROOF

Journal of Structural and Construction Engineering (Transactions of AIJ), 2021/06/30, Vol.86(784), pp.991-1001

2021

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OUT-OF-PLANE STABILITY FACTORS FOR DIAGONALLY INSTALLED BUCKLING RESTRAINED BRACES

Journal of Structural and Construction Engineering (Transactions of AIJ), 2014/12/30, Vol.79(706), pp.1919-1929

2015

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滑り支承で鉄骨造屋根に接続されるRC片持架構の構面外応答制御設計法

日本建築学会構造系論文集, 2021/06/30, Vol.86(784), pp.991-1001

2021

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EFFECT OF BI-DIRECTIONAL GROUND MOTIONS ON THE DAMAGE EVALUATION OF U-SHAPED STEEL DAMPERS FOR BASE-ISOLATED STRUCTURES

Journal of Structural and Construction Engineering (Transactions of AIJ), 2016, Vol.81(724), pp.1027-1037

2016

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PROPOSAL OF STANDARD LOADING PROTOCOL FOR BI-AXIAL LOADING TEST OF U-SHAPED STEEL DAMPERS

AIJ journal of technology and design, 2016-02, Vol.22 (50), p.127-132

2016

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OUT-OF-PLANE STABILITY FACTORS FOR DIAGONALLY INSTALLED BUCKLING RESTRAINED BRACES

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2014, Vol.79 (706), p.1919-1929

2014

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DEFORMATION CAPACITY OF U-SHAPED DAMPERS SUBJECTED TO RANDOM BI-DIRECTIONAL LOADINGS

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2015-08, Vol.79 (704), p.1457-1467

2015

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DAMAGE EVALUATION METHOD FOR U-SHAPED STEEL DAMPERS BASED ON THE RECORDED ORBITS OF BASE-ISOLATED STORIES

AIJ journal of technology and design, 2015-01, Vol.21 (48), p.649-654

2015

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DEFORMATION CAPACITY OF U-SHAPED DAMPERS SUBJECTED TO RANDOM BI-DIRECTIONAL LOADINGS: Bi-directional characteristics of U-shaped steel dampers for base-isolated structures　Part 2

Journal of Structural and Construction Engineering (Transactions of AIJ), 2014/10/30, Vol.79(704), pp.1457-1467

2014

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EXPERIMENTAL EVALUATION OF CYCLIC DEFORMATION CAPACITY OF U-SHAPED DAMPERS SUBJECTED TO BI-DIRECTIONAL LOADINGS

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2014-05, Vol.77 (680), p.1579-1588

2014

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DEFORMATION CAPACITY OF U-SHAPED DAMPERS SUBJECTED TO RANDOM BI-DIRECTIONAL LOADINGS

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2014, Vol.79 (704), p.1457-1467

2014

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EXPERIMENTAL EVALUATION OF CYCLIC DEFORMATION CAPACITY OF U-SHAPED DAMPERS SUBJECTED TO BI-DIRECTIONAL LOADINGS: Bi-directional characteristics of U-shaped steel dampers for base-isolated structures Part 1

Journal of Structural and Construction Engineering (Transactions of AIJ), 2012/10/30, Vol.77(680), pp.1579-1588

2012

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A STUDY ON SEISMIC RESPONSE ESTIMATION BASED ON PUSH-OVER ANALYSIS APPLIED TO RETICULAR DOMES : Investigation in case of domes with one predominant vibration mode

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2002, Vol.67 (561), p.153-160

2002

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Low cyclic fatigue and hysteretic behavior of U-shaped steel dampers for seismically isolated buildings under dynamic cyclic loadings

Reliability of U‐shaped steel dampers used in base‐isolated structures subjected to biaxial excitation

免震構造用U字形鋼材ダンパーの損傷評価における水平2方向入力の影響

EXPERIMENTAL STUDY ON CYCLIC DEFORMATION CAPACITY AND FAILURE MODES OF BUCKLING-RESTRAINED BRACES WITH MASS TIMBER-RESTRAINERS

片流れ配置された座屈拘束ブレース機構安定条件の要因分析

ランダムな水平2方向変形に対する繰り返し変形性能: 免震構造用U字形鋼材ダンパーの水平2方向特性　その2

Experimental study on the bidirectional inelastic deformation capacity of U-shaped steel dampers for seismic isolated buildings

Localization of two-dimensional quantum walks

FLUCTUATIONS OF QUANTUM RANDOM WALKS ON CIRCLES

EXPERIMENTAL STUDY ON CYCLIC DEFORMATION CAPACITY AND FAILURE MODES OF BUCKLING-RESTRAINED BRACES WITH MASS TIMBER-RESTRAINERS

EVOLUTION OF CONTINUOUS-TIME QUANTUM RANDOM WALKS ON CIRCLES

拘束材に集成材を用いた座屈拘束ブレースの繰返し変形性能と破壊モード

DESIGN PROCEDURE FOR OUT-OF-PLANE RESPONSE CONTROL OF CANTILEVERED RC WALL CONNECTED BY ROLLER SUPPORTS TO METAL SPATIAL ROOF

OUT-OF-PLANE STABILITY FACTORS FOR DIAGONALLY INSTALLED BUCKLING RESTRAINED BRACES

滑り支承で鉄骨造屋根に接続されるRC片持架構の構面外応答制御設計法

EFFECT OF BI-DIRECTIONAL GROUND MOTIONS ON THE DAMAGE EVALUATION OF U-SHAPED STEEL DAMPERS FOR BASE-ISOLATED STRUCTURES

PROPOSAL OF STANDARD LOADING PROTOCOL FOR BI-AXIAL LOADING TEST OF U-SHAPED STEEL DAMPERS

OUT-OF-PLANE STABILITY FACTORS FOR DIAGONALLY INSTALLED BUCKLING RESTRAINED BRACES

DEFORMATION CAPACITY OF U-SHAPED DAMPERS SUBJECTED TO RANDOM BI-DIRECTIONAL LOADINGS

DAMAGE EVALUATION METHOD FOR U-SHAPED STEEL DAMPERS BASED ON THE RECORDED ORBITS OF BASE-ISOLATED STORIES

DEFORMATION CAPACITY OF U-SHAPED DAMPERS SUBJECTED TO RANDOM BI-DIRECTIONAL LOADINGS: Bi-directional characteristics of U-shaped steel dampers for base-isolated structures　Part 2

EXPERIMENTAL EVALUATION OF CYCLIC DEFORMATION CAPACITY OF U-SHAPED DAMPERS SUBJECTED TO BI-DIRECTIONAL LOADINGS

DEFORMATION CAPACITY OF U-SHAPED DAMPERS SUBJECTED TO RANDOM BI-DIRECTIONAL LOADINGS

EXPERIMENTAL EVALUATION OF CYCLIC DEFORMATION CAPACITY OF U-SHAPED DAMPERS SUBJECTED TO BI-DIRECTIONAL LOADINGS: Bi-directional characteristics of U-shaped steel dampers for base-isolated structures Part 1

A STUDY ON SEISMIC RESPONSE ESTIMATION BASED ON PUSH-OVER ANALYSIS APPLIED TO RETICULAR DOMES : Investigation in case of domes with one predominant vibration mode

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