Civil, Construction and Environmental Engineering

Crack Prediction for Members in Uniaxial Tension

Journal of the American Concrete Institute, 81(6), 572–579.

Precast Concrete in Remote Locations

Concrete International, 6(11), 41–42.

Shear Failure of R.C. Members Subjected to Large Deflection Reversals

Transactions of the Japan Concrete Institute, 505–508.

Cracking of P/C Nuclear Containment Structures

Journal of Structural Engineering, 110(9), 2148–2163.

Prestressed Concrete Containment Model

Journal of Structural Engineering, 110(4), 730–743.

Air Leakage Characteristics in Reinforced Concrete

Journal of Structural Engineering, 110(5), 1149–1162.

A Flat dilatometer study of lateral soil response

Analysis and design of pile foundations :proceedings of a symposium sponsored by the ASCE Geotechnical Engineering Division and a session sponsored by the ASCE Technical Council on Codes and Standards in conjunction with the ASCE National Convention, San Francisco, California, October 1-5, 1984. New York, N.Y. : American Society of Civil Engineers.

Specification and implementation of constraints in a relational database for engineering design

In Technical Report- Not held in TRLN member libraries. Raleigh, N.C.: Department of Civil Engineering, North Carolina State University.

Knowledge engineering and expert systems - a historical perspective and introduction

In Technical Report- Not held in TRLN member libraries. Raleigh, N.C.: Department of Civil Engineering, North Carolina State University.

Automated generation of engineering design data

In Technical Report- Not held in TRLN member libraries. Raleigh, N.C.: Department of Civil Engineering, North Carolina State University.

Relational database modeling of building design data

Computing in civil engineering: Proceedings of the third conference, Holiday Inn at the Embarcadaro, San Diego, California, April 2-6, 1984, 364–371. San Diego, CA: American Society of Civil Engineers.

Civil engineering educational computing: Beyond an introduction

Proceedings of the Third Conference on Computing in Civil Engineering, 134–142. San Diego, CA: American Society of Civil Engineers.

THEORETICAL-ANALYSIS OF THE CHANNEL DIE COMPRESSION TEST .1. GENERAL-CONSIDERATIONS AND FINITE DEFORMATION OF FCC CRYSTALS IN STABLE LATTICE ORIENTATIONS

JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 32(6), 417–442.

1ST-ORDER AND 2ND-ORDER ANALYSIS OF AXIALLY LOADED CRYSTALS IN N-FOLD SYMMETRY

PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 311(1518), 469–493.