Understanding Effects of Evolutionary Arias Intensity on Nonlinear Behavior of Hysteretic Systems and Liquefiable Grounds
Author:
Affiliation:
1. Department of Hydraulic Engineering, Tsinghua University, Beijing, China
2. Civil and Transportation Engineering, Beijing University of Technology, Beijing, China
Funder
the National Natural Science Foundation of China
Publisher
Informa UK Limited
Subject
Safety, Risk, Reliability and Quality
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2023.2296633
Reference49 articles.
1. ASCE/SEI 7-16. 2016. Minimum Design Loads for Buildings and Other Structures. Reston, Virginia: American Society of Civil Engineers.
2. Numerical simulation of improvement of a liquefiable soil layer using stone column and pile-pinning techniques
3. Efficient Longitudinal Seismic Fragility Assessment of a Multispan Continuous Steel Bridge on Liquefiable Soils
4. Benjamin, J. R., and C. A. Cornell. 1970. Probability, Statistics, and Decision for Civil Engineers. New York: McGraw-Hill.
5. Response spectrum analysis of structures subjected to spatially varying motions
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