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    Revised Method of Approximate Structural Analysis 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 011
    Author(s): R. A. Behr; E. J. Grotton; C. A. Dwinal
    Publisher: American Society of Civil Engineers
    Abstract: A reliable and reasonably accurate approximate method of structural analysis for symmetric rectangular frames under symmetric vertical loadings is developed. For a fully loaded structure, the following set of assumptions ...
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    Cost Comparison of Timber, Steel, and Prestressed Concrete Bridges 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 012
    Author(s): R. A. Behr; E. J. Cundy; C. H. Goodspeed
    Publisher: American Society of Civil Engineers
    Abstract: This study was undertaken to investigate the economics of timber bridge superstructures versus traditional steel/concrete and prestressed concrete alternatives in the short‐span range of 20 to 60 ft (6.1–18.3 m). Only ...
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    Structural Behavior of Architectural Laminated Glass 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): R. A. Behr; J. E. Minor; H. S. Norville
    Publisher: American Society of Civil Engineers
    Abstract: Experimental and theoretical investigations conducted over a 20‐year time period by several investigators provide sufficient data and information to define, for practical engineering purposes, the behavior of architectural ...
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    Potential Errors in Approximate Methods of Structural Analysis 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author(s): R. A. Behr; C. H. Goodspeed; R. M. Henry
    Publisher: American Society of Civil Engineers
    Abstract: A recurring procedural flaw exists in many textbook treatments of approximate methods for the analysis of rectangular, rigid frames under uniform vertical loading. The majority of textbooks surveyed cite an inappropriate ...
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    Closure to “<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): R. A. Behr; C. H. Goodspeed; R. M. Henry
    Publisher: American Society of Civil Engineers
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    Laminated Glass Units Under Uniform Lateral Pressure 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 005
    Author(s): R. A. Behr; J. E. Minor; M. P. Linden; C. V. G. Vallabhan
    Publisher: American Society of Civil Engineers
    Abstract: Laminated flat glass is gaining popularity as an architectural glazing product. Despite its increased use as a cladding material, its structural properties are not well known. Research undertaken to advance understanding ...
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    Closure to “<i>Laminated Glass Units Under Uniform Lateral Pressure</i>” by R. A. Behr, J. E. Minor, M. P. Linden, and C. V. G. Vallabhan (May, 1985, Vol. 111 No. 5) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author(s): R. A. Behr; J. E. Minor; M. P. Linden; C. V. G. Vallabhan
    Publisher: American Society of Civil Engineers
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    Prediction of Seismic Failure of Silicone Sealant in Two-Sided Structural Sealant Glazing Systems 

    Source: Journal of Architectural Engineering:;2012:;Volume ( 018 ):;issue: 001
    Author(s): A. M. Memari; X. Chen; P. A. Kremer; R. A. Behr
    Publisher: American Society of Civil Engineers
    Abstract: A research project was undertaken at Pennsylvania (Penn) State University to study the simulated seismic performance of Structural Sealant Glazing (SSG) used to adhere glass panels to common curtain wall framing systems. ...
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