A
-
Activator
Investigating the Most Important Physical and Mechanical Properties of Phosphorus Slag Cement [Volume 30, Issue 2, 2017-2018, Pages 61-76]
-
Arch
Study on the Features of Critical Arch in Granular Materials by the Developed Trapdoor Apparatus [Volume 30, Issue 2, 2017-2018, Pages 1-18]
-
Arc Labyrinth Spillway
The Effect of Downstream Wall Slope of Curved Labyrinth Spillways on Discharge Coefficient [Volume 30, Issue 1, 2017-2018, Pages 1-12]
B
-
Biological Soil Improvement
Numerical Modeling of Granular Soil Stabilized Using Biological Approach in Road Substrate [Volume 30, Issue 2, 2017-2018, Pages 109-118]
-
Blaine Fineness
Investigating the Most Important Physical and Mechanical Properties of Phosphorus Slag Cement [Volume 30, Issue 2, 2017-2018, Pages 61-76]
C
-
Canyon Geometry
Investigation Effects of Canyon Topography on the Seismic Wave Scattering by 3D-BEM [Volume 30, Issue 2, 2017-2018, Pages 93-108]
-
Chloride Permeability
Modified Electrical Conductivity Test Method for Evaluation Concrete Chloride Ion Permeability [Volume 30, Issue 2, 2017-2018, Pages 77-91]
-
Closed form Solution
A Closed Form Solution of Dam Reservoir Interaction Considering Water Viscosity and Reservoir Bottom Absorption Effect [Volume 30, Issue 1, 2017-2018, Pages 113-125]
-
Collapse
Study on the Features of Critical Arch in Granular Materials by the Developed Trapdoor Apparatus [Volume 30, Issue 2, 2017-2018, Pages 1-18]
-
Column with Pyramid Head
Interactions of the Column Pyramid Head and Special Prefabricated Steel Connection under Cyclic Loading [Volume 30, Issue 1, 2017-2018, Pages 43-62]
-
Compressive Strength
Investigating the Most Important Physical and Mechanical Properties of Phosphorus Slag Cement [Volume 30, Issue 2, 2017-2018, Pages 61-76]
-
Concrete Gravity Dam
A Closed Form Solution of Dam Reservoir Interaction Considering Water Viscosity and Reservoir Bottom Absorption Effect [Volume 30, Issue 1, 2017-2018, Pages 113-125]
-
Conductivity
Modified Electrical Conductivity Test Method for Evaluation Concrete Chloride Ion Permeability [Volume 30, Issue 2, 2017-2018, Pages 77-91]
-
Consolidation Settlement
Estimating the Geotechnical Design Pararameters of Improved Soil by Preloading Method Using Instrumentation Results and Numerical Approach- a Case Study [Volume 30, Issue 1, 2017-2018, Pages 13-30]
-
Critical
Study on the Features of Critical Arch in Granular Materials by the Developed Trapdoor Apparatus [Volume 30, Issue 2, 2017-2018, Pages 1-18]
-
Curing
Investigating the Most Important Physical and Mechanical Properties of Phosphorus Slag Cement [Volume 30, Issue 2, 2017-2018, Pages 61-76]
-
Cyclic Loading
Interactions of the Column Pyramid Head and Special Prefabricated Steel Connection under Cyclic Loading [Volume 30, Issue 1, 2017-2018, Pages 43-62]
D
-
Damage Identification
Structural Damage Identification Using MOPSO and MOEA/D Multi-Objective Evolutionary Optimization Algorithms [Volume 30, Issue 1, 2017-2018, Pages 63-78]
-
Dam Reservoir Interaction
A Closed Form Solution of Dam Reservoir Interaction Considering Water Viscosity and Reservoir Bottom Absorption Effect [Volume 30, Issue 1, 2017-2018, Pages 113-125]
-
Dense flow
Effects of Discharges Source Section on Flow Characteristics of Negatively Buoyant Effluent [Volume 30, Issue 2, 2017-2018, Pages 45-60]
-
Different Boundary Conditions
Evaluating the Failure Probability of Rectangular Plates with Different Boundary Conditions Using a Dynamical Finite-Step Length Method [Volume 30, Issue 1, 2017-2018, Pages 31-42]
-
Discharge Capacity
The Effect of Upstream Overhang on the Debris Blocking and Discharge Capacity of Piano Key Weirs [Volume 30, Issue 2, 2017-2018, Pages 33-44]
-
Discharges Source Cross Section
Effects of Discharges Source Section on Flow Characteristics of Negatively Buoyant Effluent [Volume 30, Issue 2, 2017-2018, Pages 45-60]
-
Downstream Wall Slope
The Effect of Downstream Wall Slope of Curved Labyrinth Spillways on Discharge Coefficient [Volume 30, Issue 1, 2017-2018, Pages 1-12]
E
-
Elasto-Plastic Constitutive Model
A Strain Hardening/Softening Elasto-Plastic Constitutive Model for Plastic Concrete Materials [Volume 30, Issue 1, 2017-2018, Pages 79-92]
-
Empirical Relationships
Numerical Analysis of Pile-Soil Interface Strength Properties Effects on the Lateral Stiffness of p-y Curves [Volume 30, Issue 1, 2017-2018, Pages 93-112]
-
Evolutionary Algorithms
Structural Damage Identification Using MOPSO and MOEA/D Multi-Objective Evolutionary Optimization Algorithms [Volume 30, Issue 1, 2017-2018, Pages 63-78]
F
-
Finite-Step Length Method
Evaluating the Failure Probability of Rectangular Plates with Different Boundary Conditions Using a Dynamical Finite-Step Length Method [Volume 30, Issue 1, 2017-2018, Pages 31-42]
-
Flow properties
Effects of Discharges Source Section on Flow Characteristics of Negatively Buoyant Effluent [Volume 30, Issue 2, 2017-2018, Pages 45-60]
-
Fluid Viscosity
A Closed Form Solution of Dam Reservoir Interaction Considering Water Viscosity and Reservoir Bottom Absorption Effect [Volume 30, Issue 1, 2017-2018, Pages 113-125]
G
-
Granular materials
Study on the Features of Critical Arch in Granular Materials by the Developed Trapdoor Apparatus [Volume 30, Issue 2, 2017-2018, Pages 1-18]
-
Granular Soils
Numerical Modeling of Granular Soil Stabilized Using Biological Approach in Road Substrate [Volume 30, Issue 2, 2017-2018, Pages 109-118]
H
-
Hydraulic Coefficient
The Effect of Downstream Wall Slope of Curved Labyrinth Spillways on Discharge Coefficient [Volume 30, Issue 1, 2017-2018, Pages 1-12]
-
Hydrodynamic Pressure
A Closed Form Solution of Dam Reservoir Interaction Considering Water Viscosity and Reservoir Bottom Absorption Effect [Volume 30, Issue 1, 2017-2018, Pages 113-125]
I
-
Interaction
Interactions of the Column Pyramid Head and Special Prefabricated Steel Connection under Cyclic Loading [Volume 30, Issue 1, 2017-2018, Pages 43-62]
L
-
Labyrinth Spillway
The Effect of Downstream Wall Slope of Curved Labyrinth Spillways on Discharge Coefficient [Volume 30, Issue 1, 2017-2018, Pages 1-12]
-
Limestone
Numerical Modeling of Granular Soil Stabilized Using Biological Approach in Road Substrate [Volume 30, Issue 2, 2017-2018, Pages 109-118]
-
Link Beam
Investigation of Operation of Link Beam Length in Nonlinear Dynamic Analysis of Steel Plate Shear Walls with Coupling with Rigid Joint [Volume 30, Issue 2, 2017-2018, Pages 19-32]
M
-
Multi-Objective Optimization
Structural Damage Identification Using MOPSO and MOEA/D Multi-Objective Evolutionary Optimization Algorithms [Volume 30, Issue 1, 2017-2018, Pages 63-78]
N
-
New Connection
Interactions of the Column Pyramid Head and Special Prefabricated Steel Connection under Cyclic Loading [Volume 30, Issue 1, 2017-2018, Pages 43-62]
-
Nonlinear Dynamic Analysis
Investigation of Operation of Link Beam Length in Nonlinear Dynamic Analysis of Steel Plate Shear Walls with Coupling with Rigid Joint [Volume 30, Issue 2, 2017-2018, Pages 19-32]
-
Numerical Approach
Estimating the Geotechnical Design Pararameters of Improved Soil by Preloading Method Using Instrumentation Results and Numerical Approach- a Case Study [Volume 30, Issue 1, 2017-2018, Pages 13-30]
-
Numerical Modeling,
Numerical Modeling of Granular Soil Stabilized Using Biological Approach in Road Substrate [Volume 30, Issue 2, 2017-2018, Pages 109-118]
O
-
Overhang, Sample of Wood
The Effect of Upstream Overhang on the Debris Blocking and Discharge Capacity of Piano Key Weirs [Volume 30, Issue 2, 2017-2018, Pages 33-44]
P
-
Phosphorus Slag
Investigating the Most Important Physical and Mechanical Properties of Phosphorus Slag Cement [Volume 30, Issue 2, 2017-2018, Pages 61-76]
-
Piano Key Weir
The Effect of Upstream Overhang on the Debris Blocking and Discharge Capacity of Piano Key Weirs [Volume 30, Issue 2, 2017-2018, Pages 33-44]
-
Pile under Lateral Loading
Numerical Analysis of Pile-Soil Interface Strength Properties Effects on the Lateral Stiffness of p-y Curves [Volume 30, Issue 1, 2017-2018, Pages 93-112]
-
Plastic Concrete
A Strain Hardening/Softening Elasto-Plastic Constitutive Model for Plastic Concrete Materials [Volume 30, Issue 1, 2017-2018, Pages 79-92]
-
Plastic Section Modulus
Investigation of Operation of Link Beam Length in Nonlinear Dynamic Analysis of Steel Plate Shear Walls with Coupling with Rigid Joint [Volume 30, Issue 2, 2017-2018, Pages 19-32]
-
Pore Solution
Modified Electrical Conductivity Test Method for Evaluation Concrete Chloride Ion Permeability [Volume 30, Issue 2, 2017-2018, Pages 77-91]
-
Preloading Method
Estimating the Geotechnical Design Pararameters of Improved Soil by Preloading Method Using Instrumentation Results and Numerical Approach- a Case Study [Volume 30, Issue 1, 2017-2018, Pages 13-30]
R
-
Radial Drains
Estimating the Geotechnical Design Pararameters of Improved Soil by Preloading Method Using Instrumentation Results and Numerical Approach- a Case Study [Volume 30, Issue 1, 2017-2018, Pages 13-30]
-
Rectangular Plates
Evaluating the Failure Probability of Rectangular Plates with Different Boundary Conditions Using a Dynamical Finite-Step Length Method [Volume 30, Issue 1, 2017-2018, Pages 31-42]
S
-
Soil Lateral Stiffness, p-y Curves
Numerical Analysis of Pile-Soil Interface Strength Properties Effects on the Lateral Stiffness of p-y Curves [Volume 30, Issue 1, 2017-2018, Pages 93-112]
-
Steel Plate Shear Walls with Coupling
Investigation of Operation of Link Beam Length in Nonlinear Dynamic Analysis of Steel Plate Shear Walls with Coupling with Rigid Joint [Volume 30, Issue 2, 2017-2018, Pages 19-32]
-
Strain Hardening/Softening
A Strain Hardening/Softening Elasto-Plastic Constitutive Model for Plastic Concrete Materials [Volume 30, Issue 1, 2017-2018, Pages 79-92]
-
Surface Discharge
Effects of Discharges Source Section on Flow Characteristics of Negatively Buoyant Effluent [Volume 30, Issue 2, 2017-2018, Pages 45-60]
T
-
The Behavior of Elasto Plastic
Numerical Modeling of Granular Soil Stabilized Using Biological Approach in Road Substrate [Volume 30, Issue 2, 2017-2018, Pages 109-118]
-
Three-Dimensional Boundary Element method
Investigation Effects of Canyon Topography on the Seismic Wave Scattering by 3D-BEM [Volume 30, Issue 2, 2017-2018, Pages 93-108]
-
Three Dimensional Finite Difference Analysis
Numerical Analysis of Pile-Soil Interface Strength Properties Effects on the Lateral Stiffness of p-y Curves [Volume 30, Issue 1, 2017-2018, Pages 93-112]
-
Topography
Investigation Effects of Canyon Topography on the Seismic Wave Scattering by 3D-BEM [Volume 30, Issue 2, 2017-2018, Pages 93-108]
-
Trapdoor
Study on the Features of Critical Arch in Granular Materials by the Developed Trapdoor Apparatus [Volume 30, Issue 2, 2017-2018, Pages 1-18]
-
Triaxial Tests
A Strain Hardening/Softening Elasto-Plastic Constitutive Model for Plastic Concrete Materials [Volume 30, Issue 1, 2017-2018, Pages 79-92]
U
-
Uncertainties
Evaluating the Failure Probability of Rectangular Plates with Different Boundary Conditions Using a Dynamical Finite-Step Length Method [Volume 30, Issue 1, 2017-2018, Pages 31-42]
W
-
Wave Scattering, Site Effect
Investigation Effects of Canyon Topography on the Seismic Wave Scattering by 3D-BEM [Volume 30, Issue 2, 2017-2018, Pages 93-108]
Your query does not match with any item