Search Results - "Epstein, Howard I."

Virtual Experiments for Welded Structural Steel Connections.

Authors: Epstein, Howard I. Barrett, Christopher S.

Source: Practice Periodical on Structural Design & Construction; August 2006, Vol. 11 Issue 3, p128-133, 6p

Block Shear Equations Revisited...Again.

Authors: Epstein, Howard I. Aleksiewicz, Lance J.

Source: Engineering Journal (00138029); 2008 First Quarter, Vol. 45 Issue 1, p5-12, 8p

Block Shear and Net Section Capacities of Structural Tees in Tension: Test Results and Code Implications.

Authors: Epstein, Howard I. Stamberg, Hans

Source: Engineering Journal (00138029); 2002, Vol. 39 Issue 4, p228-239, 12p

Using Moment and Axial Interaction Equations to Account for Moment and Shear Lag Effects in Tension Members.

Authors: Epstein, Howard I. d'Aiuto, Christopher L.

Source: Engineering Journal (00138029); 2002, Vol. 39 Issue 2, p91-99, 9p

Approximate location of inflection points.

Authors: Epstein, Howard I.

Source: Journal of Structural Engineering; June 1988, Vol. 114, p1403-1413, 11p

Effects of the latest LRFD block shear code change.

Authors: Epstein, Howard I.

Source: Engineering Journal (00138029); 1996, Vol. 33 Issue 1, p30-33, 4p

Block shear of structural tees in tension—alternate paths.

Authors: Epstein, Howard I.

Source: Engineering Journal (00138029); 1996, Vol. 33 Issue 4, p147-152, 6p

An experimental study of block shear failure of angles in tension.

Authors: Epstein, Howard I.

Source: Engineering Journal (00138029); 1992, Vol. 29 Issue 2, p75-84, 10p

ASCE's professional interchange program in retrospect.

Authors: Epstein, Howard I.

Source: Journal of Professional Issues in Engineering; April 1988, Vol. 114, p192-198, 7p

Continuing education—a look to the future.

Authors: Epstein, Howard I.

Source: Journal of Professional Issues in Engineering; January 1987, Vol. 113, p2-9, 8p

Block Shear Equations Revisited...Again.

Authors: Epstein, Howard I. Aleksiewicz, Lance J.

Source: Engineering Journal (00138029); 2009 Second Quarter, Vol. 46 Issue 2, p107-109, 3p

Analysis and Design Assumptions for Continuous Cold-Formed Purlins.

Authors: Epstein, Howard I. Murtha-Smith, Erling Mitchell, Jason D.

Source: Practice Periodical on Structural Design & Construction. May98, Vol. 3 Issue 2, p60. 8p. 3 Diagrams, 5 Graphs.

Subjects: Roof design & construction, Steelwork, Structural engineering

Errata: An Experimental Study of Block Shear Failure of Angles in Tension.

Authors: Epstein, Howard I.

Source: Engineering Journal (00138029); 2002, Vol. 39 Issue 4, p242-242, 1p

Retiring the Greek Alphabet.

Authors: Epstein, Howard I.¹

Source: Bulletin of the American Meteorological Society. Jun2006, Vol. 87 Issue 6, p760-761. 2p. 1 Chart.

CLOSURE.

Authors: Epstein, Howard I. Aleksiewicz, Lance J.

Source: Engineering Journal (00138029). 2009 Second Quarter, Vol. 46 Issue 2, p109-109. 1p.

Subjects: Shear (Mechanics), Shear flow, Numerical solutions to equations, Statistical correlation, Deformations (Mechanics), Factors (Algebra)

Backfill Effects on Circular Foundation Stiffnesses

Authors: Johnson, Gordon R. Epstein, Howard I.

Source: Journal of the Geotechnical Engineering Division. Aug1977, Vol. 103 Issue GT8, p899. 0p.

Stiffness Coefficients for Embedded Footings

Authors: Johnson, Gordon R. Epstein, Howard I. Christiano, Paul

Source: Journal of the Geotechnical Engineering Division. Aug1975, Vol. 101 Issue GT8, p789. 0p.