Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A Parametric Investigation on Ultra-low Cycle Fatigue Damage of Steel Bridge Piers Under Horizontal Bi-directional Seismic Excitations
https://orcid.org/0000-0001-5111-468X
https://orcid.org/0000-0002-4247-0487
https://orcid.org/0009-0001-3665-4925
A Parametric Investigation on Ultra-low Cycle Fatigue Damage of Steel Bridge Piers Under Horizontal Bi-directional Seismic Excitations
https://orcid.org/0000-0001-5111-468X
https://orcid.org/0000-0002-4247-0487
https://orcid.org/0009-0001-3665-4925
A Parametric Investigation on Ultra-low Cycle Fatigue Damage of Steel Bridge Piers Under Horizontal Bi-directional Seismic Excitations
https://orcid.org/0000-0001-5111-468X
https://orcid.org/0000-0002-4247-0487
https://orcid.org/0009-0001-3665-4925
A Parametric Investigation on Ultra-low Cycle Fatigue Damage of Steel Bridge Piers Under Horizontal Bi-directional Seismic Excitations
Int J Steel Struct
Cheng, Cheng (Autor:in) / Xie, Xu (Autor:in) / Yu, Mingming (Autor:in)
International Journal of Steel Structures ; 24 ; 1322-1335
01.12.2024
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Seismic Behaviour of RC Bridge Piers under Bi-directional Excitations: Implications of Site Effects
| Online Contents | 2016