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Mode shape linearization for HFBB analysis of wind-excited complex tall buildings

Engineering structures, 2009-03, Vol.31 (3), p.675-685

2009

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Integrated wind load analysis and stiffness optimization of tall buildings with 3D modes

Engineering structures, 2010-05, Vol.32 (5), p.1252-1261

2010

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Characteristics of multiple tuned liquid column dampers in suppressing structural vibration

Engineering structures, 1999-04, Vol.21 (4), p.316-331

1999

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An integrated design technique of advanced linear-mode-shape method and serviceability drift optimization for tall buildings with lateral–torsional modes

Engineering structures, 2010-08, Vol.32 (8), p.2146-2156

2010

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Optimization of tuned liquid column dampers

Engineering structures, 1997-06, Vol.19 (6), p.476-486

1997

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Modelling unsteady self-excited wind force on slender prisms in a turbulent flow

Engineering structures, 2020-01, Vol.202, p.109855, Article 109855

2020

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Numerical simulation of wind-induced mean and peak pressures around a low-rise structure

Engineering structures, 2020-07, Vol.214, p.110583, Article 110583

2020

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Non-wind-induced nonlinear damping and stiffness on slender prisms: a forced vibration-pressure balance

Engineering structures, 2020-03, Vol.207, p.110107, Article 110107

2020

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Active control of along wind response of tall building using a fuzzy controller

Engineering structures, 2001-11, Vol.23 (11), p.1512-1522

2001

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Use of viscoelastic dampers in reducing wind- and earthquake-induced motion of building structures

Engineering structures, 1995, Vol.17 (9), p.639-654

1995

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Characteristics of liquid column vibration absorbers (LCVA)—I

Engineering structures, 1997-02, Vol.19 (2), p.126-134

1997

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Characteristics of liquid column vibration absorbers (LCVA)—II

Engineering structures, 1997-02, Vol.19 (2), p.135-144

1997

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Dynamics of a freestanding steel lighting tower

Engineering structures, 1985, Vol.7 (1), p.46-50

1985

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Mode shape corrections for wind tunnel tests of tall buildings

Engineering structures, 1993, Vol.15 (5), p.387-392

1993

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Critical mode control of a wind-loaded tall building using an active tuned mass damper

Engineering structures, 1997-10, Vol.19 (10), p.834-842

1997

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Wind-induced deflections of free-standing lattice towers

Engineering structures, 1997-01, Vol.19 (1), p.79-91

1997

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Wind-induced deflections of freestanding lattice towers

Engineering structures, 1997, Vol.19 (1), p.79-91

1997

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Effect of edge configuration on wind-induced response of tall buildings

Engineering structures, 1988, Vol.10 (2), p.135-140

1988

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Performance of tuned mass dampers under wind loads: Auxiliary damping systems for mitigation of wind-induced vibration

Engineering structures, 1995, Vol.17 (9), p.655-667

1995

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Use of viscoelastic dampers in reducing wind- and earthquake-induced motion of building structures: Auxiliary damping systems for mitigation of wind-induced vibration

Engineering structures, 1995, Vol.17 (9), p.639-654

1995

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Cross-wind response of tall buildings

Engineering structures, 1982-01, Vol.4 (4), p.256-262

Kwok, K.C.S.

1982

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Nonlinear finite element analysis of glass panels

Engineering structures, 1996-08, Vol.18 (8), p.645-652

1996

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Mode shape linearization for HFBB analysis of wind-excited complex tall buildings

Integrated wind load analysis and stiffness optimization of tall buildings with 3D modes

Characteristics of multiple tuned liquid column dampers in suppressing structural vibration

An integrated design technique of advanced linear-mode-shape method and serviceability drift optimization for tall buildings with lateral–torsional modes

Optimization of tuned liquid column dampers

Modelling unsteady self-excited wind force on slender prisms in a turbulent flow

Numerical simulation of wind-induced mean and peak pressures around a low-rise structure

Non-wind-induced nonlinear damping and stiffness on slender prisms: a forced vibration-pressure balance

Active control of along wind response of tall building using a fuzzy controller

Use of viscoelastic dampers in reducing wind- and earthquake-induced motion of building structures

Characteristics of liquid column vibration absorbers (LCVA)—I

Characteristics of liquid column vibration absorbers (LCVA)—II

Dynamics of a freestanding steel lighting tower

Mode shape corrections for wind tunnel tests of tall buildings

Critical mode control of a wind-loaded tall building using an active tuned mass damper

Wind-induced deflections of free-standing lattice towers

Wind-induced deflections of freestanding lattice towers

Effect of edge configuration on wind-induced response of tall buildings

Performance of tuned mass dampers under wind loads: Auxiliary damping systems for mitigation of wind-induced vibration

Use of viscoelastic dampers in reducing wind- and earthquake-induced motion of building structures: Auxiliary damping systems for mitigation of wind-induced vibration

Cross-wind response of tall buildings

Nonlinear finite element analysis of glass panels

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