Improving the Structural Reliability of Steel Frames Using Posttensioned Connections

Improving the Structural Reliability of Steel Frames Using Posttensioned Connections

In this paper, various moment-resisting steel frames (MRSFs) are subjected to 30 narrow-band motions scaled at different ground motion intensity levels in terms of spectral acceleration at first mode of vibration SaT1 in order to perform incremental dynamic analysis for peak and residual interstory...

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Bibliographic Details
Main Authors:	Edén Bojórquez, Arturo López-Barraza, Alfredo Reyes-Salazar, Sonia E. Ruiz, Jorge Ruiz-García, Antonio Formisano, Francisco López-Almansa, Julián Carrillo, Juan Bojórquez
Format:	Article
Language:	English
Published:	Hindawi Limited 2019-01-01
Series:	Advances in Civil Engineering
Online Access:	http://dx.doi.org/10.1155/2019/8912390

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