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XML Comparison between phase space-based local chaotic models for riverflow forecasting
Masoud Anis-hoseini1, Mohammad Zakermoshfegh *
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XML A Numerical Investigation on the Appropriate Corner Radii of Beam Web Opening in Steel Moment Frames
Vahid Akrami, Saeed Erfani *
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XML Simulation of Dam break flows using ‌ Weakly compressible moving-particle semi-implicit method
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XML Laboratory study on cyclic behaviour and pore water pressure generation of Boushehr calcareous sand
Yaser Jafarian *,
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XML Angle Shear Connectors Capacity
*, Marzieh Khalilian
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XML Evaluation of kinetic models in water salinity reduction by phytoremediation method with three halophyte plants
Hossei Ganjidoust *, ,
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XML Optimizing of spatial allocation for manucipal solid waste collection utilizing GIS
ali salimi *,
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XML Nonlinear Analysis of Unreinforced Masonry Buildings Using Distinct Element Method
Amin Mohebkhah *, Ahmad Sarvecheraghi
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XML Assessment the Effective Parameters on Punching Shear in Slab-Column Connections and Strengthed with FRP
*,
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XML Control point grid improvement in isogeometric analysis of axisymmetric structures using error estimation methods based on stress recovery
aboozar mirzakhani, Behrooz Hassani *, karen khanlari, a ga
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XML Experimental investigation of dynamic behavior of sandstone under high strain rates
Alireza Nadi, Kamran Goshtasbi *, Reza Naghdabadi, Jamal Arghavani, Mohammad Javad Ashrafi
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XML An experimental study on the hydroelastic behavior of continuous and multi component very large floating structures with hinge connection against waves
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XML Experimental Study of projectiles Penetration into Steel Fiber Reinforced High Strength Concrete Targets
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XML Evaluation of Nanoclay Effects on the Permanent Deformation of Hot Mix Asphalt
Mahmoud Ameri, Mostafa Vamegh *, Hamed Rohoolamini, keyvan bemana
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XML The effect of bottom outlet geometry changes on hydraulic characteristics of flow
Fatemeh Ghazali, Seyed Ali Akbar Salehi Neyshabouri *, Mohammad Reza Kavianpour
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XML Turbulent flow structure around submerged T-shape spur dike
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