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Damage detection based on stiffness identification in time domain for poly-linear hysteresis using sparse modeling

Damage detection based on stiffness identification in time domain for poly-linear hysteresis using sparse modeling
デジタル記事
鍋島, 国彦John Wiley & Sons2023-10-10Earthquake Engineering & Structural Dynamics52 12p.3533-3550
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Combination of physics‐based and data‐driven modeling for nonlinear structural seismic response prediction through deep residual learning

Combination of physics‐based and data‐driven modeling for nonlinear structural seismic response prediction through deep residual learning
デジタル記事
2023-03-11Earthquake Engineering & Structural Dynamics52 8p.2429-2451
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  • 掲載誌（ISSN）00988847

Nonlinear signal‐based control for shake table experiments with sliding masses

Nonlinear signal‐based control for shake table experiments with sliding masses
デジタル記事
2023-03-02Earthquake Engineering & Structural Dynamics52 6p.1908-1931
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  • 掲載誌（ISSN）00988847

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

Shaking table tests of a full‐scale 10‐story reinforced‐concrete building (2015). Phase II: Seismic resisting system
デジタル記事
2023-02-26Earthquake Engineering & Structural Dynamics52 6p.1932-1955
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  • 掲載誌（ISSN）00988847

Life‐cycle risk assessment of building portfolios subjected to tsunamis under non‐stationary sea‐level rise based on a compound renewal process

Life‐cycle risk assessment of building portfolios subjected to tsunamis under non‐stationary sea‐level rise based on a compound renewal process
デジタル記事
2023-02-26Earthquake Engineering & Structural Dynamics52 7p.1961-1982
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  • 掲載誌（ISSN）00988847

Rapid evaluation of structural soundness of steel frames using a coupling coefficient (<i>CC</i>)‐based method

Rapid evaluation of structural soundness of steel frames using a coupling coefficient (<i>CC</i>)‐based method
デジタル記事
2023-01-05Earthquake Engineering & Structural Dynamics52 4p.1182-1204
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  • 掲載誌（ISSN）00988847

In‐Plane damage of partition walls with various boundaries during earthquakes

In‐Plane damage of partition walls with various boundaries during earthquakes
デジタル記事
2022-12-28Earthquake Engineering & Structural Dynamics52 4p.1059-1077
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  • 掲載誌（ISSN）00988847

Seismic ratcheting of eccentric gravity loaded moment‐resisting frame buildings

Seismic ratcheting of eccentric gravity loaded moment‐resisting frame buildings
デジタル記事
2022-12-07Earthquake Engineering & Structural Dynamics52 4p.865-886
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  • 掲載誌（ISSN）00988847

Seismic reliability of structures equipped with LIR‐DCFP bearings in terms of superstructure ductility and isolator displacement

Seismic reliability of structures equipped with LIR‐DCFP bearings in terms of superstructure ductility and isolator displacement
デジタル記事
2022-08-10Earthquake Engineering & Structural Dynamics51 13p.3171-3214
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  • 掲載誌（ISSN）00988847

Effectiveness and robustness of braced‐damper systems with adaptive negative stiffness devices in yielding structures

Effectiveness and robustness of braced‐damper systems with adaptive negative stiffness devices in yielding structures
デジタル記事
2022-06-02Earthquake Engineering & Structural Dynamics51 11p.2648-2667
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  • 掲載誌（ISSN）00988847

Verification of multi‐degree‐of‐freedom building modelling for seismic response prediction based on microtremor measurement

Verification of multi‐degree‐of‐freedom building modelling for seismic response prediction based on microtremor measurement
デジタル記事
2022-06Earthquake Engineering & Structural Dynamics51 7p.1610-1635
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  • 掲載誌（ISSN）00988847

Verification of multi‐degree‐of‐freedom building modelling for seismic response prediction based on microtremor measurement

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デジタル記事
池田, 芳樹, 倉田, 真宏, Xie, JinzheWiley2022-06Earthquake Engineering & Structural Dynamics51 7p.1610-1635
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Structure–soil–structure interaction (SSSI) of adjacent buildings with shallow foundations on liquefiable soil

Structure–soil–structure interaction (SSSI) of adjacent buildings with shallow foundations on liquefiable soil
デジタル記事
2022-05-31Earthquake Engineering & Structural Dynamics51 10p.2315-2334
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  • 掲載誌（ISSN）00988847

Marker‐free vision‐based method for vibration measurements of RC structure under seismic vibration

Marker‐free vision‐based method for vibration measurements of RC structure under seismic vibration
デジタル記事
2022-03-15Earthquake Engineering & Structural Dynamics51 8p.1773-1793
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  • 掲載誌（ISSN）00988847

Sequential sampling approach to energy‐based multi‐objective design optimization of steel frames with correlated random parameters

Sequential sampling approach to energy‐based multi‐objective design optimization of steel frames with correlated random parameters
デジタル記事
2022-03Earthquake Engineering & Structural Dynamics51 3p.588-611
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  • 掲載誌（ISSN）00988847

Sequential sampling approach to energy‐based multi‐objective design optimization of steel frames with correlated random parameters

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デジタル記事
Do, Bach, 大﨑, 純Wiley2022-03Earthquake Engineering & Structural Dynamics51 3p.588-611
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Sequential sampling approach to energy‐based multi‐objective design optimization of steel frames with correlated random parameters

Sequential sampling approach to energy‐based multi‐objective design optimization of steel frames with correlated random parameters
デジタル記事
2021-11-23Earthquake Engineering & Structural Dynamics51 3p.588-611
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  • 掲載誌（ISSN）00988847

Unbiased rank selection for automatic hysteretic response extraction of RC frame buildings using acceleration recordings for post‐earthquake safety evaluations

Unbiased rank selection for automatic hysteretic response extraction of RC frame buildings using acceleration recordings for post‐earthquake safety evaluations
デジタル記事
2021-11-15Earthquake Engineering & Structural Dynamics51 3p.515-536
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  • 掲載誌（ISSN）00988847

Development of rocking isolation bearing system (RIBS) to control excessive seismic responses of bridge structures

Development of rocking isolation bearing system (RIBS) to control excessive seismic responses of bridge structures
デジタル記事
2021-11Earthquake Engineering & Structural Dynamics51 2p.369-392
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  • 掲載誌（ISSN）00988847

Physical parameters identification for full‐scale ten‐story reinforced concrete building with degrading tri‐linear model by modal iterative error correction method

Physical parameters identification for full‐scale ten‐story reinforced concrete building with degrading tri‐linear model by modal iterative error correction method
デジタル記事
2021-11Earthquake Engineering & Structural Dynamics51 1p.153-168
全国の図書館
  • 掲載誌（ISSN）00988847