Abstract
Structural frames, which are commonly adopted as the principal lateral load-carrying system, are dealt with in this chapter. Important facets of planning, design and detailing of structural elements of a frame such as beams and columns and importantly the joints between them, from seismic considerations, are explained. Issues normally associated with tall buildings such as drift, shear lag and P-∆ effects are also addressed. Response equations developed in Chap. 3 are utilised to analyse frames with both the linear static and linear dynamic methods. Examples are used to describe the design of a typical beam–column joint as well as evaluation of P-∆ effect. The different types of diaphragms are described, and it is detailed how flat slabs should be designed in a seismic environment. The role played by collectors and chords is covered. Then, through the solution of an example, it is shown how they are designed.
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Manohar, S., Madhekar, S. (2015). Frames and Diaphragms: Design and Detailing . In: Seismic Design of RC Buildings. Springer Transactions in Civil and Environmental Engineering. Springer, New Delhi. https://doi.org/10.1007/978-81-322-2319-1_6
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DOI: https://doi.org/10.1007/978-81-322-2319-1_6
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