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Shaking‐table test results of a full‐scale free‐standing building with base sliding and rocking

Earthquake engineering & structural dynamics, 2023-08, Vol.52 (10), p.3008-3029

2023

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Shaking table tests of a full‐scale 10‐story reinforced‐concrete building (2015). Phase II: Seismic resisting system

Earthquake engineering & structural dynamics, 2023-05, Vol.52 (6), p.1932-1955

2023

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Accuracy of Seismic Response Evaluation of Two-Dimensional Analysis Model with Rigid Joints for RC Frame Buildings

Materials, 2022-11, Vol.15 (22), p.8027

2022

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Seismic response of steel structures with seesaw systems using viscoelastic dampers

Earthquake engineering & structural dynamics, 2013-04, Vol.42 (5), p.779-794

2013

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Nonlinear modeling of the ten-story RC building structure of 2015 E-Defense shaking table tests

Bulletin of earthquake engineering, 2023-12, Vol.21 (15), p.6647-6666

2023

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Machine-learning models to predict P- and S-wave velocity profiles for Japan as an example

Frontiers in earth science (Lausanne), 2023-10, Vol.11

2023

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Experimental evaluation of dynamic characteristics of seesaw energy dissipation system for vibration control of structures

Earthquake engineering & structural dynamics, 2014-10, Vol.43 (12), p.1889-1895

2014

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Evaluation of Vibration Detection Using Smartphones in a Two-Story Masonry-Infilled RC Frame Building

Buildings (Basel), 2023-04, Vol.13 (4), p.1069

2023

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Tracking Modal Parameters of Structures Online Using Recursive Stochastic Subspace Identification under Ambient Excitations

Buildings (Basel), 2024-04, Vol.14 (4), p.964

2024

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Comparison between experimental and analytical results for seesaw energy dissipation systems using fluid viscous dampers

Earthquake Engineering and Engineering Vibration, 2016-03, Vol.15 (1), p.79-90

2016

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Damage inference and residual capacity assessment for an E-Defense 2018 ten-story RC test structure

Engineering structures, 2024-03, Vol.302, p.117317, Article 117317

2024

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Seismic performance of steel structures with seesaw energy dissipation system using fluid viscous dampers

Engineering structures, 2013-11, Vol.56, p.431-442

2013

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Evaluation of a Simplified Method to Estimate the Peak Inter-Story Drift Ratio of Steel Frames with Hysteretic Dampers

Applied sciences, 2017-05, Vol.7 (5), p.449

2017

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Upgrade Decision-Making for Earthquake-Vulnerable Wooden Houses Using Probabilistic Damage Index Functions

ASCE-ASME journal of risk and uncertainty in engineering systems. Part A, Civil Engineering, 2018-03, Vol.4 (1)

2018

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Simulation of the E-Defense 2015 test on a 10-storey building using macro-models

Bulletin of earthquake engineering, 2023-12, Vol.21 (15), p.6553-6584

2023

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Full-scale shaking table experiments on the seismic response of a 10-story reinforced-concrete building: overview and analysis

Bulletin of earthquake engineering, 2023-12, Vol.21 (15), p.6511-6534

2023

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Shaking-table tests of a full-scale ten-story reinforced-concrete building (FY2015). Phase I: Free-standing system with base sliding and uplifting

Engineering structures, 2021-04, Vol.233, p.111848, Article 111848

2021

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Evaluation of base sliding response and effective slab width in ten-storey tests

Bulletin of earthquake engineering, 2023-12, Vol.21 (15), p.6535-6552

2023

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Simplified estimation method of inelastic seismic demands of buildings with seesaw system using fluid viscous dampers

Engineering structures, 2017-05, Vol.138, p.120-130

2017

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Critical issues in nonlinear modeling of reinforced concrete buildings: code-compliant modeling approaches and the 2015 E-defense shake table tests on a full-scale 10-story building

Bulletin of earthquake engineering, 2024, Vol.22 (2), p.329-364

2024

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E-Defense 2015 ten-story building: beam–column joint assessment according to different code-based design

Bulletin of earthquake engineering, 2023-12, Vol.21 (15), p.6667-6698

2023

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Structural response prediction of the 2015 E-defense 10-story RC building test using pushover analysis

Bulletin of earthquake engineering, 2023-12, Vol.21 (15), p.6723-6744

2023

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SIMPLIFIED METHOD FOR ESTIMATING MAXIMUM DRIFT OF MULTI-STORY STEEL FRAME WITH HYSTERETIC DAMPERS

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2017-10, Vol.82 (740), p.1589-1599

2017

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履歴ダンパーを有する鋼構造骨組の簡易最大変位応答評価法

日本建築学会構造系論文集, 2017, Vol.82(740), pp.1589-1599

2017

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EVALUATION METHOD FOR CUMULATIVE PLASTIC DEFORMATION OF HYSTERETIC DAMPERS INSTALLED IN SMRF

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2023-01, Vol.88 (806)

2023

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Shaking‐table test results of a full‐scale free‐standing building with base sliding and rocking

Shaking table tests of a full‐scale 10‐story reinforced‐concrete building (2015). Phase II: Seismic resisting system

Accuracy of Seismic Response Evaluation of Two-Dimensional Analysis Model with Rigid Joints for RC Frame Buildings

Seismic response of steel structures with seesaw systems using viscoelastic dampers

Nonlinear modeling of the ten-story RC building structure of 2015 E-Defense shaking table tests

Machine-learning models to predict P- and S-wave velocity profiles for Japan as an example

Experimental evaluation of dynamic characteristics of seesaw energy dissipation system for vibration control of structures

Evaluation of Vibration Detection Using Smartphones in a Two-Story Masonry-Infilled RC Frame Building

Tracking Modal Parameters of Structures Online Using Recursive Stochastic Subspace Identification under Ambient Excitations

Comparison between experimental and analytical results for seesaw energy dissipation systems using fluid viscous dampers

Damage inference and residual capacity assessment for an E-Defense 2018 ten-story RC test structure

Seismic performance of steel structures with seesaw energy dissipation system using fluid viscous dampers

Evaluation of a Simplified Method to Estimate the Peak Inter-Story Drift Ratio of Steel Frames with Hysteretic Dampers

Upgrade Decision-Making for Earthquake-Vulnerable Wooden Houses Using Probabilistic Damage Index Functions

Simulation of the E-Defense 2015 test on a 10-storey building using macro-models

Full-scale shaking table experiments on the seismic response of a 10-story reinforced-concrete building: overview and analysis

Shaking-table tests of a full-scale ten-story reinforced-concrete building (FY2015). Phase I: Free-standing system with base sliding and uplifting

Evaluation of base sliding response and effective slab width in ten-storey tests

Simplified estimation method of inelastic seismic demands of buildings with seesaw system using fluid viscous dampers

Critical issues in nonlinear modeling of reinforced concrete buildings: code-compliant modeling approaches and the 2015 E-defense shake table tests on a full-scale 10-story building

E-Defense 2015 ten-story building: beam–column joint assessment according to different code-based design

Structural response prediction of the 2015 E-defense 10-story RC building test using pushover analysis

SIMPLIFIED METHOD FOR ESTIMATING MAXIMUM DRIFT OF MULTI-STORY STEEL FRAME WITH HYSTERETIC DAMPERS

履歴ダンパーを有する鋼構造骨組の簡易最大変位応答評価法

EVALUATION METHOD FOR CUMULATIVE PLASTIC DEFORMATION OF HYSTERETIC DAMPERS INSTALLED IN SMRF

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