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Design strategies of viscous dampers for seismic protection of building structures: A review

Soil dynamics and earthquake engineering (1984), 2019-03, Vol.118, p.144-165

2019

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The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions

Soil dynamics and earthquake engineering (1984), 2011-11, Vol.31 (11), p.1511-1528

2011

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Performance evaluation of curved damper truss moment frames designed using equivalent energy design procedure

Engineering structures, 2021-01, Vol.226, p.111363, Article 111363

2021

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Robustness of base-isolated high-rise buildings under code-specified ground motions

The structural design of tall and special buildings, 2008-06, Vol.17 (2), p.257-271

Takewaki, I.

2008

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Output frequency response function based design of additional nonlinear viscous dampers for vibration control of multi-degree-of-freedom systems

Journal of sound and vibration, 2013-09, Vol.332 (19), p.4461-4481

2013

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System identification of super high-rise buildings using limited vibration data during the 2011 Tohoku (Japan) earthquake

Structural control and health monitoring, 2013-11, Vol.20 (11), p.1317-1338

2013

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Nonlinear optimal oil damper design in seismically controlled multi-story building frame

Soil dynamics and earthquake engineering (1984), 2013-01, Vol.44, p.1-13

2013

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Automatic generation of smart earthquake-resistant building system: Hybrid system of base-isolation and building-connection

Heliyon, 2016-02, Vol.2 (2), p.e00069-e00069, Article e00069

2016

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A new approach to system identification and damage detection of high-rise buildings

Structural control and health monitoring, 2013-05, Vol.20 (5), p.703-727

2013

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Bound of earthquake input energy to building structure considering shallow and deep ground uncertainties

Soil dynamics and earthquake engineering (1984), 2015-10, Vol.77, p.267-273

2015

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Toward greater building earthquake resilience using concept of critical excitation: A review

Sustainable cities and society, 2013-12, Vol.9, p.39-53

Takewaki, I.

2013

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Non-linear transient behavior during soil liquefaction based on re-evaluation of seismic records

Soil dynamics and earthquake engineering (1984), 2015-04, Vol.71, p.163-184

2015

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Mechanism and bounding of earthquake energy input to building structure on surface ground subjected to engineering bedrock motion

Soil dynamics and earthquake engineering (1984), 2015-03, Vol.70, p.93-103

2015

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Scaling of design earthquake ground motions for tall buildings based on drift and input energy demands

Earthquakes and structures, 2011-06, Vol.2 (2), p.171-187

2011

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Robustness analysis of trusses with separable load and structural uncertainties

International journal of solids and structures, 2006-05, Vol.43 (9), p.2646-2669

2006

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Unified analysis of kinematic and inertial earthquake pile responses via the single-input response spectrum method

Soil dynamics and earthquake engineering (1984), 2014-08, Vol.63, p.36-55

2014

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New insights into seismic behavior of building and surrounding soil at Hamaoka nuclear power station during Suruga Bay earthquake in 2009

Soil dynamics and earthquake engineering (1984), 2013-10, Vol.53, p.73-91

2013

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Prediction of worst combination of variable soil properties in seismic pile response

Soil dynamics and earthquake engineering (1984), 2015-10, Vol.77, p.369-372

2015

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Resonant behaviour of base-isolated high-rise buildings under long-period ground motions

The structural design of tall and special buildings, 2006-09, Vol.15 (3), p.325-338

2006

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Critical correlation of bi-directional horizontal ground motions

Engineering structures, 2010, Vol.32 (1), p.261-272

2010

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Optimal damper placement for planar building frames using transfer functions

Structural and multidisciplinary optimization, 2000-12, Vol.20 (4), p.280-287

TAKEWAKI, I

2000

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Sequential Semidefinite Program for Maximum Robustness Design of Structures under Load Uncertainty

Journal of optimization theory and applications, 2006-08, Vol.130 (2), p.265-287

Takewaki, Y KannoI

2006

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Optimal damper placement for critical excitation

Probabilistic engineering mechanics, 2000-10, Vol.15 (4), p.317-325

Takewaki, I.

2000

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Smart passive damper control for greater building earthquake resilience in sustainable cities

Sustainable cities and society, 2011-02, Vol.1 (1), p.3-15

2011

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Robustness evaluation of seismic pile response considering uncertainty mechanism of soil properties

Innovative infrastructure solutions : the official journal of the Soil-Structure Interaction Group in Egypt (SSIGE), 2016-12, Vol.1 (1), Article 5

2016

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Design strategies of viscous dampers for seismic protection of building structures: A review

The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions

Performance evaluation of curved damper truss moment frames designed using equivalent energy design procedure

Robustness of base-isolated high-rise buildings under code-specified ground motions

Output frequency response function based design of additional nonlinear viscous dampers for vibration control of multi-degree-of-freedom systems

System identification of super high-rise buildings using limited vibration data during the 2011 Tohoku (Japan) earthquake

Nonlinear optimal oil damper design in seismically controlled multi-story building frame

Automatic generation of smart earthquake-resistant building system: Hybrid system of base-isolation and building-connection

A new approach to system identification and damage detection of high-rise buildings

Bound of earthquake input energy to building structure considering shallow and deep ground uncertainties

Toward greater building earthquake resilience using concept of critical excitation: A review

Non-linear transient behavior during soil liquefaction based on re-evaluation of seismic records

Mechanism and bounding of earthquake energy input to building structure on surface ground subjected to engineering bedrock motion

Scaling of design earthquake ground motions for tall buildings based on drift and input energy demands

Robustness analysis of trusses with separable load and structural uncertainties

Unified analysis of kinematic and inertial earthquake pile responses via the single-input response spectrum method

New insights into seismic behavior of building and surrounding soil at Hamaoka nuclear power station during Suruga Bay earthquake in 2009

Prediction of worst combination of variable soil properties in seismic pile response

Resonant behaviour of base-isolated high-rise buildings under long-period ground motions

Critical correlation of bi-directional horizontal ground motions

Optimal damper placement for planar building frames using transfer functions

Sequential Semidefinite Program for Maximum Robustness Design of Structures under Load Uncertainty

Optimal damper placement for critical excitation

Smart passive damper control for greater building earthquake resilience in sustainable cities

Robustness evaluation of seismic pile response considering uncertainty mechanism of soil properties

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