Работы, цитирующие эту работу

Работ: 2

Работа: 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

   СтатьяGeotechnical and Geomechanical EngineeringAIP conference proceedings2025Цитирований: 0

   ABIABI:AkademIndex/openalex/2025.article.004405

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

   Ibrakhim Mirzaev, Sultan Gaynazarov

   СтатьяGeotechnical Engineering and Underground StructuresWSEAS TRANSACTIONS ON APPLIED AND THEORETICAL MECHANICS2025Цитирований: 0

   ABIABI:AkademIndex/openalex/2025.article.004642