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Related articles 0. Figures 0. Information related to the author. Supplementary material 0. Result List. Previous article Next article. Related articles. Steel and other types of plated structures are used in a variety of applications from aircrafts to ships and offshore platforms to bridges, power plants and cranes.

DNV - RP-C Buckling Strength of Plated Structures | Buckling | Stress (Mechanics)

A key issue in the use of these structures is their stability behaviour under compressive stress. Analysis and design of plated structures reviews the wealth of research in this important area and its implications for design, safety and maintenance. The book considers the various types of buckling that plated structures are likely to encounter. Chapters also review buckling in a range of materials from steel to differing types of composite.

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The book also discusses the behaviour of differing types of components used in steel-plated structures. These components include steel beams and columns as well as curved, stiffened, corrugated, laminated and other types of plate design. With its distinguished editors and international team of contributors, Analysis and design of plated structures is a useful standard reference for civil engineers involved in the design of plated structures.

Modules for Learning Structural Stability

Shanmugam has published widely in the area of plated structures. We are always looking for ways to improve customer experience on Elsevier.

Optimisation of plate girders

We would like to ask you for a moment of your time to fill in a short questionnaire, at the end of your visit. If you decide to participate, a new browser tab will open so you can complete the survey after you have completed your visit to this website. Thanks in advance for your time. Skip to content. When these infill plates occupy each level within a framed bay of a structure, they constitute an SPW. Its behaviour is analogous to a vertical plate girder cantilevered from its base. Similar to plate girders, the SPW system optimizes component performance by taking advantage of the post-buckling behaviour of the steel infill panels.

An SPW frame can be idealized as a vertical cantilever plate girder, in which the steel plates act as the web, the columns act as the flanges and the cross beams1 represent the transverse stiffeners. The theory that governs the design of plate girders for buildings proposed by Basler in , [7] [8] should not be used in the design of SPW structures since the relatively high bending strength and stiffness of the beams and columns are expected to have a significant effect on the post-buckling behaviour.

However, Basler's theory could be used as a basis to derive an analytical model for SPW systems. Designers pioneering the use of SPWs did not have much experience nor existing data to rely upon. Typically, web plate design failed to consider post-buckling behaviour under shear, thus ignoring the advantage of the tension field and its added benefits for drift control and shear resistance.


Furthermore, the inelastic deformation capacity of this highly redundant system had not been utilized, also ignoring the significant energy dissipation capability that is of great importance for buildings in high-risk seismic zones. One of the first researchers to investigate the behaviour of SPWs more closely was Kulak at the University of Alberta. Since the early s, his team conducted both analytical and experimental research focused on developing design procedures suitable for drafting design standards Driver et al.

The strip model represents shear panels as a series of inclined strip elements, capable of transmitting tension forces only, and oriented in the same direction as the average principal tensile stresses in the panel.

By replacing a plate panel with struts, the resulting steel structure can be analyzed using currently available commercial computer analysis software. Research conducted at the University of British Columbia by Rezai et al. The strip model is limited mostly to SPSWs with thin plates low critical buckling capacity and certain ratios. The strip model concept, although appropriate for practical analysis of thin plates, is not directly applicable to other types of plates.

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Moreover, its implementations have yet to be incorporated in commonly used commercial computer analysis software. In order to overcome this limitation, a general method was developed for the analysis and design of SPWs within different configurations, including walls with or without openings, with thin or thick plates, and with or without stiffeners.

However, this model has serious shortcomings when the flexural behavior of an SPSW needs to be properly accounted for, such as the case of a slender tall building.