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Epstein, Howard I. / Stamberg, Hans (2002): Block Shear and Net Section Capacities of Structural Tees in Tension: Test Results and Code Implications. Dans: Engineering Journal, v. 39, n. 4 (décembre 2002).
https://doi.org/10.62913/engj.v39i4.786
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Epstein, Howard I. / Aleksiewicz, Lance J. (2008): Block Shear Equations Revisited...Again. Dans: Engineering Journal, v. 45, n. 1 (mars 2008).
https://doi.org/10.62913/engj.v45i1.929
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Epstein, Howard I. / D'Aiuto, Christopher L. (2002): Using Moment and Axial Interaction Equations to Account for Moment and Shear Lag Effects in Tension Members. Dans: Engineering Journal, v. 39, n. 2 (juin 2002).
https://doi.org/10.62913/engj.v39i2.774
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Epstein, Howard I. (1996): Block Shear of Structural Tees in Tension- Alternate Paths. Dans: Engineering Journal, v. 33, n. 4 (décembre 1996).
https://doi.org/10.62913/engj.v33i4.671
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Epstein, Howard I. (1996): Effects of the Latest LRFD Block Shear Code Change. Dans: Engineering Journal, v. 33, n. 1 (mars 1996).
https://doi.org/10.62913/engj.v33i1.654
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Epstein, Howard I. (1992): An Experimental Study of Block Shear Failure of Angles in Tension. Dans: Engineering Journal, v. 29, n. 2 (juin 1992).
https://doi.org/10.62913/engj.v29i2.587
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Achenbach, Jan D. / Epstein, Howard I. (1967): Dynamic Interaction of a Layer and a Half-Space. Dans: Journal of the Engineering Mechanics Division (ASCE), v. 93, n. 5 (octobre 1967).
https://doi.org/10.1061/jmcea3.0000893
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Johnson, Gordon R. / Epstein, Howard I. / Cristiano, Paul (1974): Stiffness Coefficients for Layered Media. Dans: Journal of the Structural Division (ASCE), v. 100, n. 7 (juillet 1974).
https://doi.org/10.1061/jsdeag.0003837
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Jagannathan, Dharapuram S. / Epstein, Howard I. / Christiano, Paul P. (1975): Fictitious Strains Due to Rigid Body Rotation. Dans: Journal of the Structural Division (ASCE), v. 101, n. 11 (novembre 1975).
https://doi.org/10.1061/jsdeag.0004226
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Jagannathan, Dharapuram S. / Epstein, Howard I. / Christiano, Paul (1975): Nonlinear Analysis of Reticulated Space Trusses. Dans: Journal of the Structural Division (ASCE), v. 101, n. 12 (décembre 1975).
https://doi.org/10.1061/jsdeag.0004239
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Epstein, Howard I. / Alsaigh, Jasim M. (1976): Minimum Weights for Circular Tube Cantilever Beams. Dans: Journal of the Structural Division (ASCE), v. 102, n. 1 (janvier 1976).
https://doi.org/10.1061/jsdeag.0004274
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Johnson, Gordon R. / Epstein, Howard I. (1976): Short Duration Analytic Earthquake. Dans: Journal of the Structural Division (ASCE), v. 102, n. 5 (mai 1976).
https://doi.org/10.1061/jsdeag.0004358
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Epstein, Howard I. (1976): Seismic Design of Liquid-Storage Tanks. Dans: Journal of the Structural Division (ASCE), v. 102, n. 9 (septembre 1976).
https://doi.org/10.1061/jsdeag.0004421
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Epstein, Howard I. / Buzek, John R. (1978): Stresses in Floating Roofs. Dans: Journal of the Structural Division (ASCE), v. 104, n. 5 (mai 1978).
https://doi.org/10.1061/jsdeag.0004910
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Epstein, Howard I. (1991): Why Four Years?. Dans: Journal of Professional Issues in Engineering Education and Practice, v. 117, n. 2 (avril 1991).
https://doi.org/10.1061/(asce)1052-3928(1991)117:2(150)
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Epstein, Howard I. (1980): Floating roof analysis and design using minicomputers. Dans: Computers & Structures, v. 11, n. 4 (avril 1980).
https://doi.org/10.1016/0045-7949(80)90085-1
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Epstein, Howard I. / Strnad, Thomas J. (1986): Liquid-filled, liquid-supported, circular structural membranes: partial and overfull conditions. Dans: Computers & Structures, v. 23, n. 3 (janvier 1986).
https://doi.org/10.1016/0045-7949(86)90234-8
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Epstein, Howard I. (1982): Stresses and displacements for floating pan roofs. Dans: Computers & Structures, v. 15, n. 4 (janvier 1982).
https://doi.org/10.1016/0045-7949(82)90077-3
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Epstein, Howard I. / Buzek, John R. (1980): Design of pontoons for floating roofs. Dans: Computers & Structures, v. 12, n. 2 (août 1980).
https://doi.org/10.1016/0045-7949(80)90009-7
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Epstein, Howard I. / Strnad, Thomas J. (1985): Liquid-filled, liquid-supported, circular structural membranes. Dans: Computers & Structures, v. 21, n. 3 (janvier 1985).
https://doi.org/10.1016/0045-7949(85)90121-x
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Tucchio, Michael A. / Epstein, Howard I. / Carney, John F. (1986): An experimental-modal computational technique to find dynamic stresses. Dans: Computers & Structures, v. 24, n. 4 (janvier 1986).
https://doi.org/10.1016/0045-7949(86)90194-x
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Epstein, Howard I. / Torello Jr., George (2001): Design and construction of an independent stack extension. Dans: Engineering Structures, v. 23, n. 1 (janvier 2001).
https://doi.org/10.1016/s0141-0296(00)00021-3
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Epstein, Howard I. (1988): Approximate Location of Inflection Points. Dans: Journal of Structural Engineering (ASCE), v. 114, n. 6 (juin 1988).
https://doi.org/10.1061/(asce)0733-9445(1988)114:6(1403)
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Epstein, Howard I. / Barrett, Christopher S. (2006): Virtual Experiments for Welded Structural Steel Connections. Dans: Practice Periodical on Structural Design and Construction, v. 11, n. 3 (août 2006).
https://doi.org/10.1061/(asce)1084-0680(2006)11:3(128)
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Epstein, Howard I. / Murtha-Smith, Erling / Mitchell, Jason D. (1998): Analysis and Design Assumptions for Continuous Cold-Formed Purlins. Dans: Practice Periodical on Structural Design and Construction, v. 3, n. 2 (mai 1998).
https://doi.org/10.1061/(asce)1084-0680(1998)3:2(60)