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Discussion of “<i>LRFB for Composite Beams with Unreinforced Web Openings</i>” by David Darwin and Rex C. Donahey (March, 1988, Vol. 114, No. 3)
Publisher: American Society of Civil Engineers
Discussion of “Ultimate Strength of Ribbed Slab Composite Beams with Web Openings” by J. W. Park, C. H. Kim, and S. C. Yang
Publisher: American Society of Civil Engineers
Slab Behavior in Composite Beams at Openings. II: Tests and Verification
Publisher: American Society of Civil Engineers
Abstract: Nine full‐scale tests are described in which composite beams containing web holes are studied in an attempt to understand the mechanisjns by means of which the slab participates in carrying vertical shearing force. In ...
Slab Behavior in Composite Beams at Openings. I: Analysis
Publisher: American Society of Civil Engineers
Abstract: The load‐carrying mechanism in concrete slabs of composite beams at web holes is studied. Using a truss analogy, the shear studs in the hole region are considered as vertical tension‐carrying members, and inclined struts ...
Structural Steel Boundary Elements for Ductile Concrete Walls
Publisher: American Society of Civil Engineers
Abstract: A possible new form of construction employing structural steel as the boundary elements in ductile concrete walls to alleviate congestion of reinforcement in these regions is investigated. The results of reversed cyclic-loading ...