Nonlinear Biaxial Structural Vibration under Bidirectional Random Excitation with Incident Angle θ by Tail-Equivalent Linearization Method-Reference-Cited by-同舟云学术

Nonlinear Biaxial Structural Vibration under Bidirectional Random Excitation with Incident Angle θ by Tail-Equivalent Linearization Method

Published:2016-08 Issue:8 Volume:142 Page:04016050
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Raoufi Reza¹,Ghafory-Ashtiany Mohsen²

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Science and Research Branch, Islamic Azad Univ., 6155694949 Tehran, Iran (corresponding author).

2. Professor, International Institute of Earthquake Engineering and Seismology (IIEES), No. 21, Arghavan St., North Dibajee, Farmanieh, 1953714453 Tehran, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001103

Reference27 articles.

1. Broccardo M. and Der Kiureghian A. (2012). “Multi-component nonlinear stochastic dynamic analysis using tail-equivalent linearization method.” 15th World Conf. on Earthquake Engineering 2012 (15WCEE) Lisbon Portugal.

2. The geometry of random vibrations and solutions by FORM and SORM

3. Nonlinear stochastic dynamic analysis for performance-based earthquake engineering

4. Tail-equivalent linearization method for nonlinear random vibration

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