Asymmetric `Newmark' sliding caused by motions containing severe `directivity' and `fling' pulses

Garini, E. / Gazetas, G. / Anastasopoulos, I. | British Library Online Contents | 2011

Dimensional analysis of dynamic interaction between adjacent SDOF buildings to forward directivity and fling step pulses

Lu, Yang / Xiong, Feng / Yan, Huiqun et al. | Elsevier | 2021

Prediction models of Newmark sliding displacement considering pulse-like ground motions

Ju, Shiyuan / Jia, Jinqing / Gao, Xing | Springer Verlag | 2025

Seismic response of mega buckling‐restrained braces subjected to fling‐step and forward‐directivity near‐fault ground motions

Vafaei, Davoud / Eskandari, Reyhaneh | Wiley | 2015

Seismic response analysis of intake tower structure under near-fault ground motions with forward-directivity and fling-step effects

Chen, Xi / Liu, Yunhe / Zhou, Binpeng et al. | Elsevier | 2020