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    Discussion of “<i>Potential Errors in Approximate Methods of Structural Analysis</i>” by R. A. Behr, C. H. Goodspeed, and R. M. Henry (April, 1989, Vol. 115, No. 4) 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 006
    Author(s): Howard I. Epstein
    Publisher: American Society of Civil Engineers
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    Approximate Location of Inflection Points 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author(s): Howard I. Epstein
    Publisher: American Society of Civil Engineers
    Abstract: Approximate analysis is a basic tool of the structural engineer. This paper presents procedures which are quick, easy, and quite accurate in approximating the location of inflection points. This is the most critical step ...
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    Continuing Education—A Look to the Future 

    Source: Journal of Professional Issues in Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Howard I. Epstein
    Publisher: American Society of Civil Engineers
    Abstract: One of the charges to the ASCE Committee on Continuing Professional Development (CCPD) is to develop and recommend policies, programs, and procedures for the continuing education of engineers. As a current CCPD member and ...
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    ASCE's Professional Interchange Program in Retrospect 

    Source: Journal of Professional Issues in Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): Howard I. Epstein
    Publisher: American Society of Civil Engineers
    Abstract: During the early 1970's, the ASCE established the Committee for Integration of Education and Practice. The primary charge to this committee was to get practicing engineers involved with education and to involve educators ...
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    Discussion of “<i>Ph.D. Roadblocks for Experienced Engineers</i>” by Bruce E. Marsh (January, 1990, Vol. 116, No. 1) 

    Source: Journal of Professional Issues in Engineering Education and Practice:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Howard I. Epstein
    Publisher: American Society of Civil Engineers
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    Why Four Years? 

    Source: Journal of Professional Issues in Engineering Education and Practice:;1991:;Volume ( 117 ):;issue: 002
    Author(s): Howard I. Epstein
    Publisher: American Society of Civil Engineers
    Abstract: The traditional four‐year undergraduate program in civil engineering is constantly under pressure from the Accreditation Board for Engineering and Technology (ABET), industry, and educators themselves. The idea of a five‐year ...
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    Closure to “<i>Why Four Years?</i>” by Howard I. Epstein (April, 1991, Vol. 117, No. 2) 

    Source: Journal of Professional Issues in Engineering Education and Practice:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Howard I. Epstein
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Angles in Eccentric Tension</i>” by Murty K. S. Madugula and S. Mohan (October, 1988, Vol. 114, No. 10) 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): Howard I. Epstein; Narasimha R. Adidam
    Publisher: American Society of Civil Engineers
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    Virtual Experiments for Welded Structural Steel Connections 

    Source: Practice Periodical on Structural Design and Construction:;2006:;Volume ( 011 ):;issue: 003
    Author(s): Howard I. Epstein; Christopher S. Barrett
    Publisher: American Society of Civil Engineers
    Abstract: Imagine how much time and expense could be saved if virtual experiments were done prior to actual testing in order to have some confidence in the chosen parameters. Structural tension connection strength is often expressed ...
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    Analysis and Design Assumptions for Continuous Cold-Formed Purlins 

    Source: Practice Periodical on Structural Design and Construction:;1998:;Volume ( 003 ):;issue: 002
    Author(s): Howard I. Epstein; Erling Murtha-Smith; Jason D. Mitchell
    Publisher: American Society of Civil Engineers
    Abstract: In the design of continuous roof purlins or wind girts made of cold-formed steel members, several assumptions in analysis and design are commonly made. Typically, these continuous members are Z- or C-shaped. Continuous ...
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