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Semi‐active phase control of tuned mass dampers for translational and torsional vibration mitigation of structures

Structural control and health monitoring, 2018-09, Vol.25 (9), p.e2191-n/a

2018

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Optimal design formulas for viscous tuned mass dampers in wind-excited structures

Structural control and health monitoring, 2013-03, Vol.20 (3), p.320-336

2013

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Suspension-type tuned mass dampers with varying pendulum length to dissipate energy

Structural control and health monitoring, 2016-10, Vol.23 (10), p.1218-1236

2016

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In situ experiment on retrofit of school buildings by adding sandwich columns to partition brick walls

Earthquake engineering & structural dynamics, 2014-03, Vol.43 (3), p.339-355

2014

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Semi-active tuned mass dampers with phase control

Journal of sound and vibration, 2013-07, Vol.332 (15), p.3610-3625

2013

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Optimal design theories of tuned mass dampers with nonlinear viscous damping

Earthquake Engineering and Engineering Vibration, 2009-12, Vol.8 (4), p.547-560

2009

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Modified predictive control of structures with direct output feedback

Structural control and health monitoring, 2011-12, Vol.18 (8), p.922-940

2011

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Optimal frictional coefficient of structural isolation system

Journal of vibration and control, 2015-02, Vol.21 (3), p.525-538

2015

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Seismic behavior of bidirectional bolted connections for CFT columns and H-beams

Engineering structures, 2007-03, Vol.29 (3), p.395-407

2007

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Seismic behavior of bolted beam-to-column connections for concrete filled steel tube

Journal of constructional steel research, 2005-10, Vol.61 (10), p.1387-1410

2005

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Effectiveness of an eccentric rolling isolation system with friction damping

Journal of vibration and control, 2012-12, Vol.18 (14), p.2149-2163

2012

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Applicability investigation of code-defined procedures on seismic performance assessment of typical school buildings in Taiwan

Engineering structures, 2012-03, Vol.36, p.147-159

2012

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Radial spline collocation method for static analysis of beams

Applied mathematics and computation, 2008-07, Vol.201 (1), p.184-199

2008

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Numerical study on seismic behavior of H-beams with wing plates for bolted beam–column connections

Journal of constructional steel research, 2009, Vol.65 (1), p.97-115

2009

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Vibrations of Nonlocal Timoshenko Beams using Orthogonal Collocation Method

Procedia engineering, 2011, Vol.14, p.2394-2402

2011

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Analysis of rigid frame by spline collocation method

Journal of the Chinese Institute of Engineers, 2003-09, Vol.26 (5), p.619-634

2003

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SHEAR BUCKLING OF THIN PLATES USING THE SPLINE COLLOCATION METHOD

International journal of structural stability and dynamics, 2008-12, Vol.8 (4), p.645-664

2008

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Application of Spline Collocation Method in Analysis of Beam and Continuous Beam

Journal of mechanics, 2003-06, Vol.19 (2), p.319-326

2003

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Dynamic Analysis of Circular Plate on Elastic Foundation by EFHT Method

Journal of mechanics, 2003-09, Vol.19 (3), p.337-347

2003

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Analysis of Earth Pressure for Retaining Wall and Ultimate Bearing Capacity for Shallow Foundation by Variational Method

Journal of mechanics, 2004-03, Vol.20 (1), p.43-56

2004

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Stability analysis of arbitrary shape landslope by variational calculus and finite difference method

Journal of the Chinese Institute of Engineers, 1987-07, Vol.10 (5), p.473-483

Wu, Lai-Yun

1987

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Dynamic analysis of structures with friction devices using discrete-time state-space formulation

Computers & structures, 2006-06, Vol.84 (15), p.1049-1071

2006

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Suspension-type tuned mass dampers with varying pendulum length to dissipate energy: Suspension-Type TMDs with Varying Pendulum Length to Dissipate Energy

Structural control and health monitoring, 2016-10, Vol.23 (10), p.1218-1236

2016

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Optimal design formulas for viscous tuned mass dampers in wind-excited structures: VISCOUS TMD IN WIND-EXCITED STRUCTURES

Structural control and health monitoring, 2013-03, Vol.20 (3), p.320-336

2013

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No Additional Cholesterol-Lowering Effect Observed in the Combined Treatment of Red Yeast Rice and Lactobacillus Casei in Hyperlipidemic Patients：A Double-Blind Randomized Controlled Clinical Trial

Chinese journal of integrative medicine, 2017-08, Vol.23 (8), p.581-588

2017

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Semi‐active phase control of tuned mass dampers for translational and torsional vibration mitigation of structures

Optimal design formulas for viscous tuned mass dampers in wind-excited structures

Suspension-type tuned mass dampers with varying pendulum length to dissipate energy

In situ experiment on retrofit of school buildings by adding sandwich columns to partition brick walls

Semi-active tuned mass dampers with phase control

Optimal design theories of tuned mass dampers with nonlinear viscous damping

Modified predictive control of structures with direct output feedback

Optimal frictional coefficient of structural isolation system

Seismic behavior of bidirectional bolted connections for CFT columns and H-beams

Seismic behavior of bolted beam-to-column connections for concrete filled steel tube

Effectiveness of an eccentric rolling isolation system with friction damping

Applicability investigation of code-defined procedures on seismic performance assessment of typical school buildings in Taiwan

Radial spline collocation method for static analysis of beams

Numerical study on seismic behavior of H-beams with wing plates for bolted beam–column connections

Vibrations of Nonlocal Timoshenko Beams using Orthogonal Collocation Method

Analysis of rigid frame by spline collocation method

SHEAR BUCKLING OF THIN PLATES USING THE SPLINE COLLOCATION METHOD

Application of Spline Collocation Method in Analysis of Beam and Continuous Beam

Dynamic Analysis of Circular Plate on Elastic Foundation by EFHT Method

Analysis of Earth Pressure for Retaining Wall and Ultimate Bearing Capacity for Shallow Foundation by Variational Method

Stability analysis of arbitrary shape landslope by variational calculus and finite difference method

Dynamic analysis of structures with friction devices using discrete-time state-space formulation

Suspension-type tuned mass dampers with varying pendulum length to dissipate energy: Suspension-Type TMDs with Varying Pendulum Length to Dissipate Energy

Optimal design formulas for viscous tuned mass dampers in wind-excited structures: VISCOUS TMD IN WIND-EXCITED STRUCTURES

No Additional Cholesterol-Lowering Effect Observed in the Combined Treatment of Red Yeast Rice and Lactobacillus Casei in Hyperlipidemic Patients：A Double-Blind Randomized Controlled Clinical Trial

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