K. N. Toosi University of Technology
Dr. Hassan Mirzabozorg
Associate Professor, Structural Engineering
Publications
Books
Kianoush, M.R. and
Mirzabozorg, H. “Advances on Fatigue Damage and Fracture of Materials: Chapter
11; Cracking and Damage on Concrete Structures”, WIT press, UK, 2004.
Journal Papers (Some Recent Ones)
Mirzabozorg, H; Varmazyari, M and Gharebaghi, SA; Seismic evaluation of existing arch dams and massed foundation effects, Soils and Foundations, 56, 1, 19-32, 2016
Lame, M; Mirzabozorg, H; Alkali Aggregate Reaction Effects on an Arch Dam Behaviour Including Simulation of Construction Stages and Contraction Joints, Structural Engineering International, 26, 1, 37-44, 2016
Kadkhodayan, V; Aghajanzadeh, SM and Mirzabozorg, H; Seismic Assessment of Arch Dams Using Fragility Curves, Civil Engineering Journal, 1, 2, 14-20, 2015
Mirzabozorg, H; Varmazyari, M; Hoseini, SM and Gharebaghi, SA; A Comparative Study of Rock Wedge Stability of an Arch Dam Abutment Subjected to Static and Seismic Loading, Soil Mechanics and Foundation Engineering, 52, 5, 292-300, 2015
Mirzabozorg, H; Hariri Ardebili, MA and Shirkhan, M; Impact of solar radiation on the uncoupled transient thermo-structural response of an arch dam, Scientia Iranica, 22, 4, 1435-1448, 2015
Lamea, M; Mirzabozorg, H; Evaluating Sensitivity of an
AAR-Affected Concrete Arch Dam to the Effects of Structural Joints and Solar
Radiation, Strength of Materials, 47, 2, 341-354, 2015.
Lamea, M;
Mirzabozorg, H; Simulating Behaviour of AAR-Affected Arch Dams Including Stress
Analysis, Dam Engineering, 24, 3, 153-174, 2014.
Amirpour, A;
Mirzabozorg, H; Quantifying the Qualitative Limit-States Using IDA Approach in
Concrete Arch Dams, Arabian Journal for Science and Engineering, 39, 11,
7729-7740, 2014, Springer Berlin Heidelberg
Lamea, M; Mirzabozorg, H; Simulating Behavior of AAR-Affected
Arch Dams Including Stress Analysis, Dam Engineering, XXIV, 3, 153-174, 2014
Lamea, M; Mirzabozorg, H; Simulating Nonlinear Behavior of AAR-Affected Arch Dams Including Detection of Crack Profiles, Arabian Journal for Science and Engineering, 40, 2, 329-341, 2014, Springer Berlin Heidelberg
Hariri-Ardebili, MA; Mirzabozorg, H; Estimation of Probable Damages in Arch Dams Subjected to Strong Ground Motions Using Endurance Time Acceleration Functions, KSCE Journal of Civil Engineering, 18, 2, 574-586, 2014, Springer Berlin Heidelberg
Hariri-Ardebili, MA; Mirzabozorg, H; Estekanchi,
HE; Nonlinear Seismic Assessment of Arch Dams and Investigation of Joint
Behavior Using Endurance Time Analysis Method, Arabian Journal for Science and
Engineering, 39, 5, 3599-3615, 2014, Springer Berlin Heidelberg
Hariri-Ardebili, MA; Akbari, M; Mirzabozorg, H; Impact of Load
Combination on the Stability Analysis of an Arch Dam Subjected to Stochastic
Non-uniform Excitations, European Journal of Environmental and Civil
Engineering, 263-277, 2014, Taylor & Francis
Mirzabozorg, H; Hariri-Ardebili, MA; Heshmati, M;
Seyed-Kolbadi, SM; Structural Safety Evaluation of Karun
III Dam and Calibration of Its Finite Element Model Using Instrumentation and
Site Observation, Case Studies in Structural Engineering, 1, 6-12, 2014,
Elsevier
Hariri-Ardebili, MA; Mirzabozorg, H; Kianoush,
R; Comparative Study of Endurance Time and Time History Methods in Seismic
Analysis of High Arch Dams, International Journal of Civil Engineering, 12,
219-236, 2014
Mirzabozorg, H; Hariri-Ardebili, MA; Shirkhan, M;
Seyed-Kolbadi, SM; Mathematical Modeling and Numerical
Analysis of Thermal Distribution in Arch Dams Considering Solar Radiation
Effect, The Scientific World Journal 2014, Hindawi
Publishing Corporation
Nazari Moghadam, S; Mirzabozorg,
H; Noorzad, A; Nazokkar, K;
Creep and Dilatancy Behavior of Rock Salt around
Underground Caverns, Advanced Materials Research, 629, 418-422, 2013
Nazari Moghadam, S; Mirzabozorg, H;
Noorzad, A; Modeling Time-Dependent Behavior of Gas Caverns
in Rock Salt Considering Creep, Dilatancy and
Failure, Tunnelling and Underground Space Technology,
33, 171-185, 2013, Pergamon
Hariri-Ardebili, MA; Mirzabozorg, H; Kianoush,
MR; Seismic analysis of high arch dams considering contraction-peripheral
joints coupled effects, Central European Journal of Engineering, 3, 3, 549-564,
2013, Springer
Hariri-Ardebili, MA; Seyed-Kolbadi, SM;
Mirzabozorg, H; A Smeared Crack Model for Seismic Failure Analysis of Concrete
Gravity Dams Considering Fracture Energy Effects, Structural Engineering and
Mechanics, 48, 1, 17-39, 2013, Techno-Press
Hariri-Ardebili, MA; Mirzabozorg, H; 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, 13, 6, 2013, World Scientific Publishing
Company
Mirzabozorg, H; Akbari,
M; Hariri-Ardebili, MA; Nonlinear Seismic
Response of a Concrete Arch Dam to Spatially Varying Earthquake Ground Motions,
Asian Journal of Civil Engineering (BHRC), 14, 859-879, 2013
Hariri-Ardebili, MA; Mirzabozorg, H; Orthotropic Material and
Anisotropic Damage Mechanics Approach for Numerically Seismic Assessment of
Arch Dam-Reservoir-Foundation System, Strength of Materials, 45, 6, 648-665,
2013, Springer US
Hariri-Ardebili, MA; Mirzabozorg, H; Ghasemi,
A; Strain-based Seismic Failure Evaluation of Coupled Dam-Reservoir-Foundation
System, Coupled Systems Mechanics-an International Journal, 2, 1, 85-110, 2013,
Techno-Press
Hariri-Ardebili, MA; Mirzabozorg, H; Ghaemian,
M; Pulvino and Peripheral Joint Effects on Static and
Seismic Safety of Concrete Arch Dams, Scientia Iranica,
20, 6, 1579-1594, 2013, Elsevier
Hariri
Ardebili, MA; Mirzabozorg, H; Seyed-Kolbadi,
SM; Are There Any Differences in Seismic Performance Evaluation Criteria for
Concrete Arch Dams ?, Civil Engineering
Infrastructures Journal, 46, 2, 233-240, 2013- Technical Note
Hariri-Ardebili, MA; Mirzabozorg, H; Feasibility Study of
Dez Arch Dam Heightening Based on Nonlinear Numerical
Analysis of Existing Dam, Archives of Civil Engineering, 59, 1, 21-49, 2013
Hariri-Ardebili, MA; Mirzabozorg, H; Kianoush,
M; Seismic Analysis of High Arch Dams Considering Contraction-Peripheral Joints
Coupled Effects, Open Engineering, 3, 3, 549-564, 2013