PSI - Issue 28

Abdoullah Namdar / Procedia Structural Integrity 28 (2020) 311–322 Author name / Structural Integrity Procedia 00 (2019) 000–000

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Y were showed the probability of pile-soil nonlinear interaction and two different nonlinear deformations of the subsoil are expected at X and Y directions for the subsoil. Due to two different loading, unloading, and reloading mechanism in X and Y directions of the horizontal movement of the pile, the soil-pile interaction in the X direction exhibits differently from the Y direction. The statistical model modified error due to missing data and eliminating noise were recorded by the earthquake station and it improves the understanding settlement mechanism and soil-pile interaction. The statistical model supports the improve the results of the analytical process and predicts pile seismic resistance. The presented method in this study can apply to many problems of nonlinear dynamics. References Albinmousa, J., Peron, M., Jose, J., Abdelaal, A. F., Berto, F., 2020. Fatigue of V-notched ZK60 magnesium samples: X-ray damage evolution characterization and failure prediction. International Journal of Fatigue 139, Article 105734. Center for Engineering Strong Motion Data (CESMD), https://strongmotioncenter.org/ Chen, X., 2011. Settlement Calculation on High-Rise Buildings, Science Press Beijing and Springer-Verlag GmbH Berlin Heidelberg 2011., pp. 273-274. Chen, Y., Lu, F., Namdar, A., Cai, J., 2019. Working mechanism of pile group with different pile spacing in dense sand. Advances in Civil Engineering Article ID 5376594, 16 pages. Lei, W-S., Qian, G., Yu, Z., Berto, F., 2019. Statistical size scaling of compressive strength of quasi-brittle materials incorporating specimen length to-diameter ratio effect. Theoretical and Applied Fracture Mechanics 104, Article 102345. Marsavina, L., Berto, F., Radu, N., Serban, D.A., Linul, Linul., 2017. An engineering approach to predict mixed mode fracture of PUR foams based on ASED and micromechanical modelling. Theoretical and Applied Fracture Mechanics 91, 148-154. Marsavina, L., Iacoviello, F., Dan Pirvulescu, L., Di Cocco, V., Rusu, L., 2019. Engineering prediction of fatigue strength for AM50 magnesium alloys. International Journal of Fatigue 127, 10-15. Namdar, A., 2020. The multilayered soil-structure seismic interaction and structure vibration mechanism. Fracture and Structural Integrity 51, 267 274. Namdar, A., Dong, Y., Deyu, Y., 2019a. The effect of concrete footing shape in differential settlement: A seismic design. Advances in Civil Engineering Article 9747896, 1-8. Namdar, A., Dong, Y., Liu, Y., 2019b. Timber beam seismic design – A numerical simulation. Frattura ed Integrità Strutturale 47, 451-458. Namdar, A., Nusrath, A., 2010. Tsunami numerical modeling and mitigation. Frattura ed Integrità Strutturale. 12, 57-62. Namdar, A., Pelkoo, A.K., 2011. Embankment loading analysis in laboratory condition. INGENIERÍA E INVESTIGACIÓN 31, 48-51. Namdar, A., Pelkoo, M.K., 2009. Numerical analysis of soil bearing capacity by changing soil characteristics. Frattura ed Integrità Strutturale 10, 37-41. Qian, G., Lei, W-S., Yu, Z., Berto, F., 2019. Statistical size scaling of breakage strength of irregularly-shaped particles. Theoretical and Applied Fracture Mechanics 102, 51-58. Song, W., Liu, X., Berto, F., Razavi, S. M. J., 2018. Energy-based low cycle fatigue indicator prediction of non-load-carrying cruciform welded joints. Theoretical and Applied Fracture Mechanics 96, 247-261.