Simplified Displacement Loading Patterns for Incorporation of Spatially Variable Ground Motions in Bridge Seismic Design Codes-Reference-Cited by-同舟云学术

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Simplified Displacement Loading Patterns for Incorporation of Spatially Variable Ground Motions in Bridge Seismic Design Codes

Published:2017-06 Issue:6 Volume:22 Page:04017010
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Falamarz-Sheikhabadi M. R.¹,Zerva A.²

Affiliation:

1. Graduate Student, Dept. of Civil Architectural and Environmental Engineering, Drexel Univ., Philadelphia, PA 19104 (corresponding author).

2. Professor, Dept. of Civil Architectural and Environmental Engineering, Drexel Univ., Philadelphia, PA 19104.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001035

Reference42 articles.

1. Analytical study of the coupled motions of decks in skew bridges with the deck-abutment collision;Amjadian M.;J. Vibr. Control,2016

2. ATC (Applied Technology Council). (1996). “Improved seismic design criteria for California bridges.” Rep. No. ATC-32 Redwood City CA.

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