作者: Kevin R. Mackie , Jinchi Lu , Ahmed Elgamal
DOI: 10.1016/J.SOILDYN.2012.05.023
关键词: Stiffness 、 Probabilistic logic 、 Structural engineering 、 Sensitivity (control systems) 、 Foundation (engineering) 、 Hazard (logic) 、 Bridge (nautical) 、 Time history 、 Engineering 、 Earthquake engineering
摘要: … with idealized identical soil profiles are constrained to undergo the same vertical and longitudinal/transversal motions (at any given depth) using multi-point constraints in OpenSees. …