Nonlinear structural vibration under bi-directional random excitations with incident angle &[theta] by Tail Equivalent Linearization Method.

By Mohsen GHAFORY-ASHTIANY1, Reza Raoufi2

1. INTERNATIONAL INSTITUTE of EARTHQUAKE ENGINEERING and SEISMOLOGY, IIEES 2. Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran.

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