Effect of incidence angle on the seismic performance of skewed bridges retrofitted with buckling-restrained braces

Author:

Wang Yuandong,Ibarra Luis,Pantelides Chris

Funder

Mountain Plains Consortium

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference59 articles.

1. Shamsabadi A. Three-dimensional nonlinear seismic soil-abutment-foundation-structure interaction analysis of skewed bridges. PhD Dissertation. Los Angeles (CA): University of Southern California; 2007.

2. Characteristics of 3-D earthquake ground motions;Penzien;Earthq Eng Struct Dyn,1975

3. AASHTO. LRFD bridge design specifications, 8th ed. Washington, DC; 2017.

4. A clarification of the orthogonal effects in a three-dimensional seismic analysis;Wilson;Earthq Spectra,1995

5. Menun C, Der Kiureghian A. Envelopes for seismic response vectors (No. 8). Berkeley (CA): Pacific Earthq Eng Research Center; 1999.

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