4.7 Article

A simple and intuitive procedure to identify pulse-like ground motions

Journal

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
Volume 94, Issue -, Pages 234-243

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.soildyn.2017.01.020

Keywords

Velocity pulse; Pulse-like record; Near-fault motions; Development length of velocity; Earthquake engineering

Funding

  1. Doctoral Scholarships Program of the Department of Science and Technology of Universidad Tecnologica Nacional (Argentina)
  2. Regional Center of Technological Development for Construction, Seismology and Earthquake Engineering (CeReDeTeC)

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Near-fault seismic ground motions are frequently characterized by intense velocity and displacement pulses of relatively long periods that clearly distinguish them from typical far-field ground motions. Intense velocity pulse motions can affect adversely the seismic performance of structures. In response to the realization of the importance of near-fault motions on structural performance, a number of studies have been directed to developing procedures for the identification of ground motions containing velocity pulses. The present paper reviews these studies briefly and presents a simple and efficient procedure to identify pulse-like ground motions based on a new parameter called development length of velocity time history. The procedure is applied to a representative series of records, and the results show positive efficiency to identify pulse-like ground motions at low computational cost.

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