Ушбу ишга иқтибос қилган ишлар

2 та иш

Иш: Investigation of dynamic responses of three-sided underpass culvert under near-fault and far-fault ground motions considering soil-structure interaction

1. Effect of the depth of circular lining in an elastic medium with transparent boundary under the impact of seismic waves

   Ibrakhim Mirzaev, Sultan Gainazarov

   МақолаGeotechnical and Geomechanical EngineeringAIP conference proceedings20250 иқтибос

   ABIABI:AkademIndex/openalex/2025.article.004405

2. Impact of Plane Waves on Lining in Elastic Medium with Transparent Artificial Boundary

   Ibrakhim Mirzaev, Sultan Gaynazarov

   МақолаGeotechnical Engineering and Underground StructuresWSEAS TRANSACTIONS ON APPLIED AND THEORETICAL MECHANICS20250 иқтибос

   ABIABI:AkademIndex/openalex/2025.article.004642