Effect of Asynchronous Earthquake Motion on Complex Bridges. II: Results and Implications on Assessment

Author:

Burdette Nicholas J.12,Elnashai Amr S.12

Affiliation:

1. Research Assistant, Mid-America Earthquake (MAE) Center, Dept. of Civil Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801 (corresponding author). E-mail: nick.burdette@arup.com

2. Bill and Elaine Hall Endowed Professor, Director, MAE Center, Dept. of Civil Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801. E-mail: aelnash@uiuc.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. Elnashai A. S. Papanikolaou V. and Lee D. H. (2002). “ZEUS-NL users manual.” Mid-America Earthquake Center (MAE) Report .

2. Response of a rigid foundation to a spatially random ground motion

3. Seismic design of bridges accounting for spatial variability of ground motion

4. Priestley M. J. N. (1994). “Example A: Modern multispan bridge.” Proc. Second Int. Workshop on the Seismic Design of Bridges R. Park ed. Vol. 2 Queenstown New Zealand 136–141.

5. Sextos A. G. Kappos A. J. and Mergos P. (2004). “Effect of soil-structure interaction and spatial variability of ground motion on irregular bridges: The case of the Krystallopigi bridge.” Proc. 13th World Conf. on Earthquake Engineering Paper No. 2298.

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