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. The measurement of bubble parameters in two phase dispersion. The development of an improved probe technique. 10.1016/0009-2509(75)85101-3 |
Hariri Ardebili, M.A., H. Mirzabozorg and R. Kianoush, 2012. A study on nonlinear behavior and seismic damage assessment of concrete arch dam-reservoir-foundation system using endurance time analysis. Int. J. Optimiz. Civil Eng., 2: 573-606. Direct Link |
Hariri-Ardebili, M.A. and H. Mirzabozorg, 2014. Estimation of probable damages in arch dams subjected to strong ground motions using endurance time acceleration functions. KSCE J. Civil Eng., 18: 574-586. CrossRefDirect Link |
Heshmati, M., M.A. Hariri-Ardebili, H. Mirzabozorg and S.M.S. Kolbadi, 2014. Are there any differences in seismic performance evaluation criteria for concrete arch dams? Civil Eng. Infrastr. J., 46: 233-240. Direct Link |
Citation to this article as recorded by
Zero-thickness interface constitutive theory for concrete
self-healing effects Computers & Structures |
A new SPH-based continuum framework with an embedded fracture
process zone for modelling rock fracture International Journal of Solids and Structures |
A COMPARATIVE STUDY OF SEISMIC STABILITY OF COUPLED ARCH
DAM-FOUNDATION-RESERVOIR SYSTEMS USING INFINITE ELEMENTS AND VISCOUS BOUNDARY
MODELS International Journal of Structural Stability and Dynamics Vol. 13, Issue 06, 1350032, 2013 |
How to cite this article
Mohammad Amin Hariri Ardebili, S. Mahdi S. Kolbadi, Masoud Heshmati and Hasan Mirzabozorg, 2012. Nonlinear Analysis of Concrete Structural Components Using Co-axial Rotating Smeared Crack Model. Journal of Applied Sciences, 12: 221-232.
DOI: 10.3923/jas.2012.221.232
URL: https://scialert.net/abstract/?doi=jas.2012.221.232
DOI: 10.3923/jas.2012.221.232
URL: https://scialert.net/abstract/?doi=jas.2012.221.232