Abstract: Results from an experimental investigation of the compression-creep behavior of thermoset-pultruded fiberglass-reinforced-plastic angle sections are presented. Tests were carried out on three 152 mm (6 in.) angle stubs ...

Abstract: The seismic behavior of tall masts was investigated with special considerations for the realistic modeling of ground motion at the supports. Three existing masts with varying heights of 213, 313, and

Abstract: A nonlinear numerical model is developed to study the behavior of single- and double-bolted timber connections with relatively low member thickness-to-fastener diameter ratios. These structural joints tend to fail in a ...

Abstract: Design of tall telecommunication masts is usually governed by serviceability criteria under high wind conditions, typically combined with icing in cold climates. However, there is a need for seismic design checks for guyed ...

Abstract: This paper presents a research investigation of the period formulation in the national building code of Canada through testing and modeling of a light-frame wood structure. The experimental aspect of the study was focused ...

Abstract: During service, transmission lines (TLs) will be subjected to unbalanced longitudinal loads due to events such as conductor breakage, insulator failure, and sudden ice shedding, which may damage TLs and subsequently hinder ...