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مقالات فارسیISIکنفرانسهاژورنالها

مجله بین المللی تعامل سازه و خاک

Soil Structure Interaction Journal

Soil Structure Interaction Journal (SSIJ), the international journal of Niarash Sazeh Karamad Company, focusing on researches related to the soil-structure interaction, geotechnical, and structural engineering. The journal is peer-reviewed, open access journal that publishes an original research article in the following fields:

  • Soil-structure interaction
  • Structural and soil mechanics
  • Rock mechanic and geotechnical engineering
  • Foundations dynamics
  • Experimental studies and testing technologies
  • Repairs, strengthening, and maintenance of steel and concrete structures
  • Bridges and special structures
  • Structural dynamic and earthquake engineering
  • Dam structures
  • Water resource
  • Materials engineering
  • Artificial intelligent in geotechnical and structural engineering
  • Soft computing and optimization algorithms

مقالات مهم ژورنال از کلیه شماره ها (بیشترین دریافت)

1. Numerical Simulation of steel Wall-Post Damage Based on Progressive Damage Index under Explosion Loading FullText
2. Prediction of the natural frequency of cantilever beams Using artificial neural networks FullText
3. Investigating approaches and procedures for designing progressive collapse based on UFC regulation FullText
4. Old Dezful city as an ingeniously-developed unique architectural entity based on the locally-made brickworks for a flourishing municipal culture FullText
5. Studying the Failure Mechanism of Base Plate Connection FullText
6. Numerical Assessment of the Effect of Progressive Collapse Phenomenon on the behaviour of High-rise Concrete Structures FullText
7. Stochastic Dynamic Programming Optimization Model for Klang Gate Operational Release Policy FullText
8. Support Vector Machine (SVM) for Rainfall Forecasting at Johor River FullText
9. Optimum location of the square web opening in box plate girders FullText
10. Studying the Effect of Metal Shear Wall on Structures (Review Article) FullText
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