Seismic response of selective pallet racks isolated with friction pendulum bearing system

Author:

Ipe Bennet A.,Sajith A. S.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference61 articles.

1. Al-Hussaini TM, Zayas VA and Constantinou MC (1994), “Seismic Isolation of Multi-Story Frame Structures Using Spherical Sliding Isolation Systems”, Technical Report NCEER-94-0007, State University of New York at Buffalo, USA.

2. ASCE 7–10 2010, Minimum Design Loads for Buildings and Other Structures, Virginia, USA: American Society of Civil Engineers.

3. Beattie GJ and Uma SR (2011), “A Revised Guide for the Design, Construction and Operation of High-Level Storage Racking Systems Following the Darfield Earthquake”, Proceedings of the Ninth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Society, Auckland, New Zealand.

4. Bernuzzi C, Gobetti A, Gabbianelli G and Simoncelli M (2015), “Unbraced Pallet Rack Design in Accordance with European Practice-Part1: Selection of the Method of Analysis”, Thin-Walled Structures, 86: 185–207.

5. Bhagat S and Wijeyewickrema AC (2017), “Seismic Response Evaluation of Base-Isolated Reinforced Concrete Buildings Under Bidirectional Excitation”, Earthquake Engineering and Engineering Vibration, 16(2): 365–382.

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