Revised Seismic Intensity Parameters for Middle-Field Horizontal and Rocking Strong Ground Motions-Reference-Cited by-同舟云学术

Revised Seismic Intensity Parameters for Middle-Field Horizontal and Rocking Strong Ground Motions

Published:2017-01 Issue:1 Volume:143 Page:04016155
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Falamarz-Sheikhabadi M. R.¹,Zerva A.²,Ghafory-Ashtiany M.³

Affiliation:

1. Graduate Student, Dept. of Civil, Architectural, and Environmental Engineering, Drexel Univ., 3141 Chestnut St., Curtis 251, Philadelphia, PA 19104 (corresponding author).

2. Professor, Dept. of Civil, Architectural, and Environmental Engineering, Drexel Univ., 3141 Chestnut St., Curtis 251, Philadelphia, PA 19104.

3. Professor, Dept. of Special Structures, International Institute of Earthquake Engineering and Seismology, No. 21, Arghavan St., North Dibajee, Farmanieh, 1953714453 Tehran, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001646

Reference50 articles.

1. Ang A. H.-S. (1990). “Reliability bases for seismic safety assessment and design.” Proc. 4th U.S. National Conf. on Earthquake Engineering Vol. 1 Earthquake Engineering Research Institute Palm Springs CA 29–45.

2. Apostol T. M. (1967). Calculus volume 1: One-variable calculus with an introduction to linear algebra 2nd Ed. Wiley Hoboken NJ.

3. Extracting rotational components of earthquake ground motion using data recorded at multiple stations

4. An equivalent accidental eccentricity to account for the effects of torsional ground motion on structures

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