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    Discussion of “<i>Moment Rotation Curves for Bolted Connections</i>” by Yoke Leong Yee and Robert E. Melchers (March, 1986, Vol. 112, No. 3) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 010
    Author(s): René Maquoi; Jean‐Pierre Jaspart
    Publisher: American Society of Civil Engineers
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    Combined Distortional and Overall Flexural-Torsional Buckling of Cold-Formed Stainless Steel Sections: Experimental Investigations 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Barbara Rossi; Jean-Pierre Jaspart; Kim J. R. Rasmussen
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a series of 48 full-scale tests on press-braked stainless steel lipped channel section columns subjected to concentric compression. The tests were carried out between fixed ends in the Structures ...
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    Combined Distortional and Overall Flexural-Torsional Buckling of Cold-Formed Stainless Steel Sections: Design 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Barbara Rossi; Jean-Pierre Jaspart; Kim J. R. Rasmussen
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides a critical summary of the European standards and design methods available for calculating the strength of cold-formed stainless steel compression members. The standards considered (so far mainly applied ...
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    Buckling Strength of Rolled Angles: Comparison between International Codes 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 009:;page 04024122-1
    Author(s): Hamdy Farhoud; Marios-Zois Bezas; Jean-François Demonceau; Jean-Pierre Jaspart; Ioannis Vayas
    Publisher: American Society of Civil Engineers
    Abstract: Angle profiles belong to the most common steel profiles used in several types of civil engineering structures, such as in lattice towers. Although, in such towers, they are usually considered as axially loaded (truss) ...
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