David Tung

Criteria for the initiation of modes of response of a caisson subjected to a breaking wave force

Journal of Marine Science and Technology, 21(1), 87–93.

Selection of the width of a caisson

Journal of Marine Science and Technology, 19(1), 52–57.

Behavior of a Caisson subjected to a horizontal breaking wave force

Journal of Engineering Mechanics, 133(12), 1302–1310.

Initiation of motion of a free-standing body to base excitation

Earthquake Engineering & Structural Dynamics, 36(10), 1431–1439.

Criteria for initiation of motion of rigid bodies to base excitation

Earthquake Engineering & Structural Dynamics, 34(10), 1343–1350.

Estimating sliding displacement of an unanchored body subjected to earthquake excitation

Earthquake Spectra, 18(4), 601–613.

SMiRT 15 - Selected and updated papers from the 15(th) International Conference on Structural Mechanics in Reactor Technology - Seoul, Republic of Korea - Preface

Nuclear Engineering and Design, 212(1-3), IX.

7th International Symposium on Current Issues Related to Nuclear Power Plant Structures, Equipment and Piping - Raleigh, North Carolina, USA 1-4 December 1998 - Preface

Nuclear Engineering and Design, 192(2-3), v.

Behavior of breakaway walls under wave action

Journal of Structural Engineering (New York, N.Y.), 125(10), 1162–1169.

Design of break away walls under wave action

Journal of Structural Engineering (New York, N.Y.), 25(10), 1162–1169.

Reflection of oblique waves by currents: analytical solutions and their application to numerical computations

Journal of Fluid Mechanics, 396(1999 Oct. 10), 143–182.

Seismic response of unanchored bodies

Earthquake Spectra, 15(3), 523–536.

Ultimate capacity of nailed connections for design of breakaway walls

Forest Products Journal, 49(10), 76–81.

Analysis and design of breakaway walls

Proceedings from 5th World Conference on Timber Engineering, Montreux, Switzerland, August 17-20 1998: Vol. 1, 1(1998), 420–425. Lausanne, Switzerland: Presses polytechniques et universitaires romandes.

Computation of long-term statistical properties of wave agitation in harbors

China Ocean Engineering, 12(3), 285–296.

Preface

Nuclear Engineering and Design, 181(1-3), 1.

Seismic response of temporary structures

Nuclear Engineering and Design, 181(1-3), 267–274.

The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis

Philosophical Transactions of the Royal Society of London. Series A, Mathematical, Physical and Engineering Sciences, 454(1971), 903–995.

Effects of random wave surface fluctuation on response of offshore structures

Probabilistic Engineering Mechanics, 12(1), 1–7.