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Probabilistic Assessment of the Importance Factor
Publisher: American Society of Civil Engineers
Abstract: A probabilistic assessment of the effect of the importance factor in ANSI A58.1-1982 on the reliability of structures is performed. It is found that the change in reliability for structures within the same ANSI category ...
Reliability of Nonlinear Brittle Structures
Publisher: American Society of Civil Engineers
Abstract: A method based on the combination of the imposed deformation approach and the stable configuration approach of structural system reliability analysis is developed for evaluating the reliability of structures with elements ...
Snow Load Factors For Lrfd
Publisher: American Society of Civil Engineers
Abstract: Snow load factors are critically examined for use in load and resistance factor design (LRFD). Specifically examined are the effects on structural reliability of the change in the basic ground load to roof load conversion ...
Spectator Live Loads during Football Games
Publisher: American Society of Civil Engineers
Abstract: Dynamic spectator live loads on a steel bent were measured during several football games. Two types of dynamic forces were observed, one from crowd reactions after exciting plays and the other from rhythmic cheering. Dynamic ...
Closure to “<i>Reliability Analysis of Partially Restrained Steel Connections</i>” by Gregory L. Tucker and Richard M. Bennett (April, 1990, Vol. 116, No. 4)
Publisher: American Society of Civil Engineers
Reliability of Bolted Steel Tension Members
Publisher: American Society of Civil Engineers
Abstract: The reliability of bolted steel tension members designed according to the American Institute of Steel Construction Load and Resistance Factor Design Code is evaluated. The failure modes considered are yielding of the gross ...
Reliability Analysis of Partially Restrained Steel Connections
Publisher: American Society of Civil Engineers
Abstract: The load and resistance factor design (LRFD) specification developed by the American Institute of Steel Construction allows the designer to consider the partial restraint in a steel connection. A generated nonlinear equation ...
Shear Behavior of Corrugated Tie Connections in Anchored Brick Veneer–Wood Frame Wall Systems
Publisher: American Society of Civil Engineers
Abstract: An experimental study was carried out to investigate the shear behavior of corrugated metal ties anchoring brick veneer walls to light wood frame backing. Connection subassemblies were tested under monotonic and cyclic ...
Closure to “<i>Macro Wind Parameters for Load Combination</i>” by Christopher A. Belk and Richard M. Bennett (September, 1991, Vol. 117, No. 9)
Publisher: American Society of Civil Engineers
Discussion of “Lateral Stiffness of Brick Masonry Infilled Plane Frames” by P. G. Asteris
Publisher: American Society of Civil Engineers