About the author  ⁄ Abdulqader Al-sheikh

Abdulqader Al-sheikh is a Structural Design Engineer at AD Engineering Company (AEC) and a Member of Saudi Council of Engineers (SCE). (abdulqader37@gmail.com)

Part 2: Seismic and Wind Drift

This article is the second of a two-part article on ASCE 7-16, Minimum Design Loads for Buildings and Other Structures, and its provisions for lateral drift determination. The first article (STRUCTURE, July 2019) discussed main points influencing seismic drift computation. In this article, the effect of soil flexibility and cracking of reinforced concrete elements on seismic drift computation of structural systems is addressed. It also discusses the determination of the level of loads for checking wind drift, return periods of wind speed maps, and allowable wind drift limits. A brief comparison between seismic drift and wind drift, in connection to their nature, and a determination procedure is covered.

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Part 1: Seismic Drift

This article provides an overview of the Provisions in ASCE 7-16, Minimum Design Loads for Buildings and Other Structures, for the determination of seismic drift. The article covers several factors of drift computations, including the fundamental period, scaling modal drift obtained from modal response spectrum analysis, the seismic design base shear, torsional irregularities in structures, and the significance of P-delta effects. It also addresses the effects of elastic lateral deflections of the floor plate, and how to account for inelastic drift of a structure using a deflection amplification factor, and the allowable drifts for different types of seismic forces resisting systems and the risk categories. All section references and equation numbering are from ASCE 7-16.

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STRUCTURE magazine