Residual drift spectra for RC bridge columns subjected to near-fault earthquakes

Author:

Seyed Ardakani S. M.,Saiidi M. Saiid,Somerville Paul

Publisher

Springer Science and Business Media LLC

Subject

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

Reference32 articles.

1. Aagaard BT, Brocher TM, Dolenc D, Dreger D, Graves RW, Harmsen S, Hartzell S, Larsen S, McCandless K, Nilsson S, Petersson NA, Rodgers A, Sjögreen B and Zoback ML (2008), “Ground-Motion Modeling of the 1906 San Francisco Earthquake, Part II: Ground-Motion Estimates for the 1906 Earthquake and Scenario Events,” Bulletin of the Seismological Society of America, 98(2): 1012–1046.

2. Abrahamson NA and Somerville PG (1996), “Effects of the Hanging Wall and Footwall on Ground Motions Recorded During the Northridge Earthquake,” Bulletin of Seismological Society of America, 86(1B): 93–99.

3. American Association of State Highway and Transportation Officials (AASHTO) (2017), LRFD Bridge Design Specifications, Washington, D.C.

4. American Association of State Highway and Transportation Officials (AASHTO) (2002), LRFD Bridge Design Specifications, Washington, D.C.

5. Caltrans (2004), Bridge Design Specifications, California Department of Transportation, Sacramento, CA.

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