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Approximate Moment‐Curvature Relationships for Slender Columns
Publisher: American Society of Civil Engineers
Abstract: This paper presents the derivation of an approximate second‐order method for the analysis and design of slender cantilever compression members. The method is based on the generation of equivalent linear representations for ...
Prismatic and Nonprismatic Slender Columns and Bridge Piers
Publisher: American Society of Civil Engineers
Abstract: An approximate second‐order hand‐calculation technique is presented for the analysis and design of cantilever compression members. Prismatic members with constant or nonconstant reinforcement, and nonprismatic members can ...
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