Random Vibration Analysis of Linear Structures Subjected to Non-Uniform Ground Excitations by Efficient MCS Based on an Explicit Time-Domain Method
ENGINEERING STRUCTURES（2025）
Key words
Non-uniform ground excitations,The displacement input method,The explicit time-domain method,Random vibration analysis
AI Read Science
Must-Reading Tree
Example
Generate MRT to find the research sequence of this paper
Chat Paper
Summary is being generated by the instructions you defined