Effects of Number of Spectral Periods and Input Motion Screening Criteria on the Representative Motions for Charleston, SC

Author:

Jella Vishnu Saketh12345,Ravichandran Nadarajah12345,Carlson Clinton12345,Wong Ivan12345,Rix Glenn12345,Andrus Ronald12345,Harman Nicholas12345

Affiliation:

1. Graduate Student, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC.

2. Associate Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC.

3. Engineer, Geosyntec Consultants, Kennesaw, GA.

4. Senior Principal Seismologist, Lettis Consultants International, Concord, CA.

5. Senior Principal, Geosyntec Consultants, Kennesaw, GA.

Publisher

American Society of Civil Engineers

Reference8 articles.

1. An Improved Method for Nonstationary Spectral Matching

2. THE USE OF REAL EARTHQUAKE ACCELEROGRAMS AS INPUT TO DYNAMIC ANALYSIS

3. Regional assessment of prehistoric earthquake magnitudes in the South Carolina Coastal Plain.;Gheibi E.;Bulletin of Engineering Geology and the Environment,2019

4. Assessing adequacy of spectrum-matched ground motions for response history analysis.;Grant D. N.;Earthquake Engineering & Structural Dynamics,2013

5. Lilhanand K. and Tseng W. S. (1988). “Development and application of realistic earthquake time histories compatible with multiple damping design spectra.” Proceedings of the 9th World Conference on Earthquake Engineering WCEE Vol. II Tokyo Japan 819–824.

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