H Iemura, MH Pradono - … Monitoring: The Official Journal of the …, 2009 - Wiley Online Library
Pseudo‐negative‐stiffness dampers or PNS dampers are controlled variable dampers that produce negative‐stiffness hysteretic loops. Negative‐stiffness hysteretic loops are …
This study evaluates the fragility curves of a cable-stayed bridge by an analytical approach based on time history analysis. The presentation of the vulnerability information in the form …
KS Park, HJ Jung, IW Lee - Engineering Structures, 2003 - Elsevier
This paper presents a hybrid control strategy for seismic protection of a benchmark cable- stayed bridge, which is provided as a testbed structure for the development of strategies for …
SE Abdel Raheem, T Hayashikawa, U Dorka - 構造工学論文集 A, 2009 - jlc.jst.go.jp
The spatial variability of the input ground motion at the supporting foundations plays a key role in the structural response of flexible long span bridges such as cable-stayed and …