A
-
ABAQUS
NON-LINEAR FEM DYNAMIC ANALYSIS OF 3D STEEL FRAME WITH INTERMEDIATE DUCTILITY UNDER CRASH LOADING [35.2, 1.1, 2019, Pages 23-31]
-
Abstraction Ratio
EXPERIMENTAL AND NUMERICAL MODELING OF FLOW FIELD WITHIN A VORTEX SETTLING BASIN [35.2, 4.2, 2019, Pages 43-51]
-
Active control
ACTIVE STRUCTURAL VIBRATION CONTROL BY UTILIZING SINGLE ACTUATOR AND APPLYING CRITICAL DAMPING CONCEPT IN TWO VIBRATION MODES [35.2, 3.1, 2019, Pages 13-23]
-
ANFIS
SCOURING AT BRIDGES PIERS UNDER UNSTEADY FLOW CONDITION AND ARMORED BEDS USING ANFIS AND OPTIMIZATION ALGORITHMS [35.2, 4.1, 2019, Pages 27-37]
-
Applied element method
MODIFIED APPLICATION OF MODIFIED ELEMENTAL ELEMENTS, BASED ON THE CONCEPT OF ENERGY, FOR ANALYZING STRUCTURES, IN THE RANGE OF SMALL DEFORMATIONS [35.2, 4.1, 2019, Pages 63-70]
-
Artificial ground freezing (AGF)
FEASIBILITY STUDY OF FROZEN SOIL WALL APPLICATION TO SUPPORT THE EXCAVATIONS- A CASE STUDY OF TABRIZ SUBWAY [35.2, 1.2, 2019, Pages 93-103]
-
Artificial neural networks
CONJUNCTIVE MANAGEMENT OF GROUNDWATER AND SURFACE WATER USING HONEY-BEE MATING ALGORITHM [35.2, 2.2, 2019, Pages 111-122]
B
-
BA 2008
EMPLOYMENT OF THE RE-SAMPLING ANALYSIS IN DEVELOPMENT OF THE BOORE-ATKINSON 2008 GROUND MOTION PREDICTION EQUATION [35.2, 4.1, 2019, Pages 131-139]
-
Base isolation
EVALUATING SEISMIC IN-SOIL ISOLATION OF MSW LANDFILL USING GEOSYNTHETIC LINERS IN SHAKING TABLE TEST: CASE STUDY OF TEHRAN KAHRIZAK LANDFILL [35.2, 1.2, 2019, Pages 105-113]
-
Base isolation
COMPARING BLAST LOAD BEHAVIORS OF REHABILITATED CONCRETE STRUCTURES USING VISCOUS DAMPER AND BASE ISOLATOR [35.2, 3.1, 2019, Pages 113-122]
-
Beach cusps
EFFECTS OF ENVIRONMENTAL PARAMETERS ON THE MORPHOLOGY OF THE BEACH CUSPS OF RODDICK PORT [35.2, 3.2, 2019, Pages 35-50]
-
Blast load behavior
COMPARING BLAST LOAD BEHAVIORS OF REHABILITATED CONCRETE STRUCTURES USING VISCOUS DAMPER AND BASE ISOLATOR [35.2, 3.1, 2019, Pages 113-122]
-
Bridge
TIME-DEPENDENT BEHAVIOR OF CANTILEVER LIGHT WEIGHT CONCRETE BRIDGE BASED ON TENDON AND LIGHT WEIGHT CONCRETE TYPES [35.2, 1.1, 2019, Pages 101-109]
-
Bridge piers
SCOURING AT BRIDGES PIERS UNDER UNSTEADY FLOW CONDITION AND ARMORED BEDS USING ANFIS AND OPTIMIZATION ALGORITHMS [35.2, 4.1, 2019, Pages 27-37]
C
-
CCHE2D software
DEVELOPMENT OF A METHOD FOR DETERMINATION OF LOCATION OF MAXIMUM SHEAR STRESS IN RIVER BENDS (VERIFICATION OF REPORT NO. 592, IRANIAN ENERGY MINISTRY [35.2, 2.2, 2019, Pages 153-163]
-
Central cracked plate
EVALUATING THE EFFICIENCY OF FEM TO STUDY THE EFFECT OF PLATE WIDTH AND HOLE ON THE STRESS INTENSITY FACTOR IN CRACKED PLATE [35.2, 1.2, 2019, Pages 115-121]
-
Clayey sand soil
THE STUDY OF CLINOPTILOLITE EFFECT ON THE STRENGTH PARAMETERS OF CLAYEY SAND SOIL CONSIDERING SOIL FAILURE BEHAVIOR [35.2, 3.2, 2019, Pages 121-128]
-
Coarse recycled concrete aggregate
EVALUATING THE DEICER SALT SCALING RESISTANCE OF RECYCLED AGGREGATE CONCRETE [35.2, 4.2, 2019, Pages 21-31]
-
Column base connection
ASSESSMENT OF THE EFFECT OF COLUMN BASE CONNECTION ROTATIONAL STIFFNESS ON SEISMIC BEHAVIOR OF THE STEEL MOMENT FRAMES [35.2, 2.1, 2019, Pages 83-92]
-
Concrete gravity dam
SEISMIC OPTIMIZATION OF CONCRETE GRAVITY DAM WITH RUBBER DAMPER USING PROBABILISTIC ANALYSIS [35.2, 1.2, 2019, Pages 131-142]
-
Cone pull-out test
INVESTIGATION AND ANALYSIS OF THE CONE PULLOUT TEST RESULTS IN FINE-GRAINED SOILS ADHESION [35.2, 3.2, 2019, Pages 129-136]
-
Construction projects
DYNAMIC MODELING OF CONSTRUCTION PROJECTS' LABOR NEED [35.2, 2.2, 2019, Pages 69-79]
-
Cosine weirs
COMPARISON OF HYDRAULICS PARAMETER BETWEEN HALF CYCLE COSINE WEIRS AND RECTANGULAR WEIRS [35.2, 3.1, 2019, Pages 3-12]
-
Crack detection
APPLICATION OF DYNAMIC KINETIC ENERGY AND ARTIFICIAL NEURAL NETWORK TO CRACK IDENTIFICATION IN BEAMS UNDER MOVING MASS [35.2, 4.2, 2019, Pages 97-106]
-
Creeping behavior
INVESTIGATION AND COMPARISON OF MASHHAD'S CLAY AND SILTY SOILS CREEP BEHAVIOR [35.2, 4.1, 2019, Pages 101-110]
-
Crumb tire
EVALUATION OF SHEAR STRENGTH AND PARTICLE BREAKAGE OF CRUMB TIRE-CALCAREOUS SAND MIXTURE [35.2, 1.1, 2019, Pages 91-99]
D
-
Damage detection
COMPARISON OF STATIC AND MODAL ANALYSIS IN DAMAGE DETECTION OF CONCRETE GRAVITY DAMS VIA WAVELET TRANSFORM [35.2, 1.1, 2019, Pages 33-41]
-
Damage detection
DAMAGE DETECTION OF STRUCTURES USING WAVELET PACKET ANALYSIS AND DIMENSIONALITY REDUCTION [35.2, 1.2, 2019, Pages 85-91]
-
Damage detection
DAMAGE DETECTION IN BEAM TO COLUMN CONNECTIONS OF MOMENT FRAMES SUBJECTED TO IMPACT LOAD USING AN OPTIMIZATION METHOD [35.2, 2.1, 2019, Pages 141-151]
-
DBE
EVALUATION OF SEISMIC DEFORMATIONS OF GOTVAND DAM DURING EARTHQUAKE [35.2, 3.1, 2019, Pages 99-111]
-
Deep beam
INVESTIGATION OF EXPERIMENTAL BEHAVIOR OF FIXED-ENDED REINFORCED CONCRETE DEEP BEAMS UNDER CYCLIC AND MONOTONIC LOADS [35.2, 4.2, 2019, Pages 67-73]
-
Deep excavation
STUDY OF TIME-DEPENDENT BEHAVIOR OF SOFT CLAYS IN DEEP EXCAVATIONS [35.2, 4.1, 2019, Pages 13-25]
-
Dept. of Civil Engineering University of Mohaghegh Ardabili
ASSESSING THE RISK POTENTIAL OF SURFACE WATER POLLUTION BY WRASTIC AND NMED INDICES IN ArcGIS SOFTWARE ENVIRONMENT, CASE STUDY: ASTANE-KUCHESFAHAN [35.2, 4.2, 2019, Pages 87-96]
-
Diagrid structures
THE EFFECT OF ANGLE CHANGE OF DIAGONAL MEMBERS ON R-FACTOR AND COLLAPSE FRAGILITY CURVES OF MID-RISE STEEL DIAGRID STRUCTURES [35.2, 4.1, 2019, Pages 39-51]
-
Dynamic analysis
EVALUATION OF SEISMIC DEFORMATIONS OF GOTVAND DAM DURING EARTHQUAKE [35.2, 3.1, 2019, Pages 99-111]
-
Dynamic load
DISPLACEMENT RELIABILITY ASSESSMENT OF DYNAMIC LOADED PILE USING WINKLER METHOD [35.2, 4.1, 2019, Pages 141-149]
E
-
Earthquake
EFFECT OF ISOLATOR ON SEISMIC BEHAVIOR OF ELEVATED WATER TANK [35.2, 1.2, 2019, Pages 123-130]
-
Earth rock fill DAM
THE EFFECT OF MOISTURE CONTENT ON THE TENSILE STRENGTH AND FRACTURE TOUGHNESS OF CLAY CORE EARTH DAMS [35.2, 1.1, 2019, Pages 119-128]
-
Eccentric braced frames
THE EFFECT OF SEQUENCE EARTHQUAKE ON FRAGILITY CURVE DUAL SYSTEMS OF LOW RISE STEEL MOMENT FRAME WITH ECCENTRIC BRACED FRAME [35.2, 4.1, 2019, Pages 119-130]
-
Edged cracked semicircular disk (ECSD)
DETERMINE THE OPTIMAL FORM FACTOR EDGED CRACKED SEMICIRCULAR DISK UNDER UNIFORM PRESSURE LOAD [35.2, 2.2, 2019, Pages 165-172]
-
Elevated water tank
EFFECT OF ISOLATOR ON SEISMIC BEHAVIOR OF ELEVATED WATER TANK [35.2, 1.2, 2019, Pages 123-130]
-
EPS block
LABORATORY TESTS OF EPS BLOCK INFLUENCE ON BEHAVIOR OF BURIED PIPE UNDER REPEATED LOAD [35.2, 3.2, 2019, Pages 61-70]
-
Experimental model
EXPERIMENTAL AND NUMERICAL MODELING OF FLOW FIELD WITHIN A VORTEX SETTLING BASIN [35.2, 4.2, 2019, Pages 43-51]
-
Experimental study
THE EFFECTS OF SOIL REINFORCEMENT WITH GEOGRID AND GRID-ANCHOR SYSTEMS ON UPLIFT CAPACITY OF BURIED PIPELINES [35.2, 1.1, 2019, Pages 43-53]
-
Experimental study
EXPERIMENTAL STUDY ON PERFORMANCE OF REINFORCED SOIL EMBANKMENT OVERLYING SHALLOW VOID [35.2, 2.1, 2019, Pages 115-121]
F
-
Failure earth dam
ANALYSIS OF CONDITION PHYSICAL HOMOGENOUS EARTH DAM IN OVER TAPPING [35.2, 2.1, 2019, Pages 93-104]
-
Fiber
REINFORCING ROLLER COMPACTED CONCRETE WITH METAL AND POLYMERIC FIBERS TO REDUCE REFLECTIVE CRACKING IN COMPOSITE PAVEMENT [35.2, 4.2, 2019, Pages 119-130]
-
Fiber
EXPERIMENTAL EVALUATION OF THE MECHANICAL PROPERTIES AND CONNECTIONS OF THE COMPOSITE PROFILES [35.2, 4.2, 2019, Pages 3-10]
-
Fine-Grained Soil
INVESTIGATION AND ANALYSIS OF THE CONE PULLOUT TEST RESULTS IN FINE-GRAINED SOILS ADHESION [35.2, 3.2, 2019, Pages 129-136]
-
Fine-Grained Soil
INVESTIGATION AND COMPARISON OF MASHHAD'S CLAY AND SILTY SOILS CREEP BEHAVIOR [35.2, 4.1, 2019, Pages 101-110]
-
Flow pattern
[35.2, 2.1, 2019, Pages 27-37]
-
Fracture toughness
THE EFFECT OF MOISTURE CONTENT ON THE TENSILE STRENGTH AND FRACTURE TOUGHNESS OF CLAY CORE EARTH DAMS [35.2, 1.1, 2019, Pages 119-128]
-
Fracture toughness
EVALUATION OF FRACTURE TOUGHNESS OF WARM-MIX ASPHALT CONTAINING NATURAL AND SYNTHESIS FIBERS AT LOW TEMPERATURES [35.2, 2.2, 2019, Pages 29-38]
-
Free Surface
EXPERIMENTAL AND NUMERICAL MODELING OF FLOW FIELD WITHIN A VORTEX SETTLING BASIN [35.2, 4.2, 2019, Pages 43-51]
-
FRP composites profiles
EXPERIMENTAL EVALUATION OF THE MECHANICAL PROPERTIES AND CONNECTIONS OF THE COMPOSITE PROFILES [35.2, 4.2, 2019, Pages 3-10]
-
FWD
SENSITIVITY OF BACKCALCULTATION ANALYSIS TO TEMPERATURE IN RECYCLED PAVEMENT IN COMPARISON WITH LABORATORY [35.2, 3.2, 2019, Pages 83-95]
G
-
Geocell
LABORATORY INVESTIGATION OF INFLUENCE OF GEOCELL ON THE STABILITY OF RAILWAY EMBANKMENTS [35.2, 2.1, 2019, Pages 51-63]
-
GFRP
INVESTIGATING THE AXIAL BEHAVIOR OF CONCRETE COLUMN CONFINEMENT WITH INNER AND OUTER GFRP [35.2, 1.1, 2019, Pages 111-118]
-
GMPE
EMPLOYMENT OF THE RE-SAMPLING ANALYSIS IN DEVELOPMENT OF THE BOORE-ATKINSON 2008 GROUND MOTION PREDICTION EQUATION [35.2, 4.1, 2019, Pages 131-139]
-
Gotvand dam
EVALUATION OF SEISMIC DEFORMATIONS OF GOTVAND DAM DURING EARTHQUAKE [35.2, 3.1, 2019, Pages 99-111]
-
Granular rubber
EXPERIMENTAL INVESTIGATION ON BEHAVIOR OF SOIL BED CONTAINING RUBBER-SOIL MIXTURE LAYER [35.2, 2.1, 2019, Pages 123-132]
-
Gravity retaining wall
EVALUATION OF FACTOR AFFECTING ON SEISMIC DISPLACEMENTS AND ROTATIONS OF GRAVITY RETAINING WALL USING PHYSICAL MODEL [35.2, 3.2, 2019, Pages 51-60]
-
Green buildings
[35.2, 3.1, 2019, Pages 47-57]
-
Grid-Anchor
THE EFFECTS OF SOIL REINFORCEMENT WITH GEOGRID AND GRID-ANCHOR SYSTEMS ON UPLIFT CAPACITY OF BURIED PIPELINES [35.2, 1.1, 2019, Pages 43-53]
H
-
Human resource management
DYNAMIC MODELING OF CONSTRUCTION PROJECTS' LABOR NEED [35.2, 2.2, 2019, Pages 69-79]
-
Hyper elastic
LAGRANGE METHOD FOR NONLINEAR SOLUTION OF HYPER ELASTIC MATERIAL BY ISOPARAMETERIC ELEMENT [35.2, 1.1, 2019, Pages 3-12]
I
-
Impact
NON-LINEAR FEM DYNAMIC ANALYSIS OF 3D STEEL FRAME WITH INTERMEDIATE DUCTILITY UNDER CRASH LOADING [35.2, 1.1, 2019, Pages 23-31]
-
Impulsive load
A PERFORMANCE-BASED METHOD FOR CALCULATION OF MEMBER CAPACITY MODIFICATION FACTORS OF STEEL MOMENT FRAME UNDER IMPULSIVE LOADING [35.2, 3.2, 2019, Pages 15-22]
-
Intelligent defense embankment
NUMERICAL INVESTIGATION OF THE EFFECT OF REINFORCEMENT SOIL BY GEOFOAM ON REDUCING THE EFFECTS OF EXPLOSION LOADING [35.2, 4.1, 2019, Pages 81-91]
-
Inverse model
IDENTIFICATION OF RIVER GEOMETRIC-HYDRAULIC RELATIONSHIPS USING INVERSE SOLUTION OF THE SAINT-VENANT EQUATIONS AND APPLICATION OF IT [35.2, 4.2, 2019, Pages 33-42]
J
-
Jacobsen's damping
PROPOSAL FOR AN EQUIVALENT LINEARIZATION METHOD FOR CONTROLLED-ROCKING SELF-CENTERING SYSTEMS [35.2, 1.1, 2019, Pages 67-80]
K
-
Kaolinite
EFFECT OF TYPE AND PERCENTAGE OF CLAY MINERALS ON THE POZZOLANIC STABILIZATION OF CLAYEY SOILS (MACROSTRUCTURE AND MICROSTRUCTURE STUDY [35.2, 4.1, 2019, Pages 3-12]
L
-
Liquefied soil sub-layers
EXPERIMENTAL AND NUMERICAL MODELING ON SEISMIC RESPONSE OF LIQUEFIABLE SUB-LAYERS [35.2, 3.1, 2019, Pages 71-82]
-
LLH
EMPLOYMENT OF THE RE-SAMPLING ANALYSIS IN DEVELOPMENT OF THE BOORE-ATKINSON 2008 GROUND MOTION PREDICTION EQUATION [35.2, 4.1, 2019, Pages 131-139]
M
-
Macro-Synthetic fibers
INVESTIGATING THE EFFECT OF FIBER ON COMPRESSIVE AND SPLITTING TENSILE BEHAVIOR OF CONCRETE VIA EXPERIMENTAL TESTS, DIGITAL IMAGE ORRELATIONS [35.2, 4.2, 2019, Pages 11-20]
-
Masonry wall
THE ROLE OF WOODEN ELEMENTS FOR IMPROVING SEISMIC PERFORMANCE AND CRACKING PATTERNS OF MASONRY WALLS [35.2, 2.2, 2019, Pages 143-152]
-
MCE
EVALUATION OF SEISMIC DEFORMATIONS OF GOTVAND DAM DURING EARTHQUAKE [35.2, 3.1, 2019, Pages 99-111]
-
Mesh refinement
ADAPTIVE FINITE ELEMENT ANALYSIS USING H-REFINEMENT AND INTERPOLATION COVER FUNCTIONS [35.2, 2.1, 2019, Pages 105-113]
-
Modeling
A NEW METHOD FOR MODELING OF SHEAR BAND PROPAGATION USING ZERO THICKNESS ELEMENTS [35.2, 3.1, 2019, Pages 25-32]
-
Monolayer
EFFECT OF USING MONOLAYER COVERS ON EVAPORATION RATE IN DAM RESERVOIRS EFFECT OF USING MONOLAYER COVERS ON EVAPORATION RATE IN DAM RESERVOIRS [35.2, 3.2, 2019, Pages 23-33]
-
MPA
ASSESSMENT OF THE EFFECT OF COLUMN BASE CONNECTION ROTATIONAL STIFFNESS ON SEISMIC BEHAVIOR OF THE STEEL MOMENT FRAMES [35.2, 2.1, 2019, Pages 83-92]
-
MSW
THE ASSESSMENT OF EFFECT OF INERT MATERIALS ON THE BEHAVIOR AND SHEAR STRENGTH OF FRESH AND AGED MUNICIPAL SOLID WASTES [35.2, 3.1, 2019, Pages 59-69]
-
Mudcracks
INVESTIGATION OF THE GEOLOGICAL AND GEOTECHNICAL EFFECTS ON THE ORIGIN AND EXTENT OF EARTH FISSURES IN THE EAST SEMNAN [35.2, 1.2, 2019, Pages 3-10]
-
MWCNTs
TREATMENT OF SALINE WATER BY NANOFILTRATION PROCESS WITH A MODIFIED POLYAMIDE MEMBRANE MULTI-WALLED CARBON NANOTUBES [35.2, 3.1, 2019, Pages 39-46]
N
-
Nanofiltrarion
TREATMENT OF SALINE WATER BY NANOFILTRATION PROCESS WITH A MODIFIED POLYAMIDE MEMBRANE MULTI-WALLED CARBON NANOTUBES [35.2, 3.1, 2019, Pages 39-46]
-
Nano-silica
THE EXPERIMENTAL STUDY OF THE NANO-SILICA EFFECT ON THE STRENGTH AND CONSOLIDATION PARAMETERS OF KARAJ CLAY SOILS [35.2, 2.1, 2019, Pages 65-72]
-
NDT tests
SENSITIVITY OF BACKCALCULTATION ANALYSIS TO TEMPERATURE IN RECYCLED PAVEMENT IN COMPARISON WITH LABORATORY [35.2, 3.2, 2019, Pages 83-95]
O
-
Optimization
SEISMIC OPTIMIZATION OF CONCRETE GRAVITY DAM WITH RUBBER DAMPER USING PROBABILISTIC ANALYSIS [35.2, 1.2, 2019, Pages 131-142]
-
Optimization
CONJUNCTIVE MANAGEMENT OF GROUNDWATER AND SURFACE WATER USING HONEY-BEE MATING ALGORITHM [35.2, 2.2, 2019, Pages 111-122]
-
Optimization
OPTIMIZATION OF TAPERED FRAMES BY MULTI-SEARCH METHOD AND APPLYING PRESTRESSING FORCE IN MEMBERS [35.2, 2.2, 2019, Pages 39-50]
P
-
Particle breakage
EVALUATION OF SHEAR STRENGTH AND PARTICLE BREAKAGE OF CRUMB TIRE-CALCAREOUS SAND MIXTURE [35.2, 1.1, 2019, Pages 91-99]
-
Performance based design
OPTIMUM DESIGN OF STEEL MOMENT-RESISTING FRAMES BASED ON PERFORMANCE LEVELS, USING TARGET ROOF DISPLACEMENT CRITERION [35.2, 3.2, 2019, Pages 71-82]
-
Performance-based seismic design
OPTIMAL PERFORMANCE-BASED SEISMIC DESIGN OF SHEAR BUILDINGS USING ENDURANCE TIME METHOD [35.2, 2.1, 2019, Pages 39-50]
-
PIV
THE EFFECTS OF SOIL REINFORCEMENT WITH GEOGRID AND GRID-ANCHOR SYSTEMS ON UPLIFT CAPACITY OF BURIED PIPELINES [35.2, 1.1, 2019, Pages 43-53]
-
Post-tensioned connection
INVESTIGATING THE ROLE OF EFFECTIVE PARAMETERS IN THE BEHAVIOR OF POST-TENSIONED CONNECTION BETWEEN STEEL BEAM AND COMPOSITE COLUMN [35.2, 4.1, 2019, Pages 71-80]
-
Project delay
EVALUATING FACTORS CAUSING DELAY IN RESIDENTIAL BUILDING PROJECTS OF MASHHAD [35.2, 3.2, 2019, Pages 3-13]
-
Public parking
PUBLIC PARKING SPACE ISSUES FOR TEHRAN CITIZENS [35.2, 3.1, 2019, Pages 83-90]
R
-
RCC
REINFORCING ROLLER COMPACTED CONCRETE WITH METAL AND POLYMERIC FIBERS TO REDUCE REFLECTIVE CRACKING IN COMPOSITE PAVEMENT [35.2, 4.2, 2019, Pages 119-130]
-
Reinforced concrete
BOND-SLIP RELATIONSHIP OF REINFORCING STEEL BARS WITH SHORT EMBEDMENT IN CONCRETE [35.2, 3.2, 2019, Pages 97-105]
-
Reinforced concrete
INVESTIGATION OF EXPERIMENTAL BEHAVIOR OF FIXED-ENDED REINFORCED CONCRETE DEEP BEAMS UNDER CYCLIC AND MONOTONIC LOADS [35.2, 4.2, 2019, Pages 67-73]
-
Reinforced concrete column
INVESTIGATING THE AXIAL BEHAVIOR OF CONCRETE COLUMN CONFINEMENT WITH INNER AND OUTER GFRP [35.2, 1.1, 2019, Pages 111-118]
-
Reinforced concrete column
[35.2, 4.2, 2019, Pages 75-86]
-
Reinforced soil wall
NUMERICAL STUDY OF THE EFFECTS OF GROUNDWATER AND BED RESISTANCE CONDITIONS ON THE BEHAVIOR OF GEOSYNTHETIC SOIL WALLS [35.2, 4.2, 2019, Pages 141-148]
-
Report no.592
DEVELOPMENT OF A METHOD FOR DETERMINATION OF LOCATION OF MAXIMUM SHEAR STRESS IN RIVER BENDS (VERIFICATION OF REPORT NO. 592, IRANIAN ENERGY MINISTRY [35.2, 2.2, 2019, Pages 153-163]
-
Risk
INTEGRATION OF RISK MANAGEMENT AND FUZZY INFERENCE SYSTEMS IN ORDER TO PROJECT TIME ESTIMATION IN GAS REFINERIES CASE STUDY: CONSTRUCTION OF KHANGIRAN [35.2, 1.2, 2019, Pages 41-49]
-
Rocking self-centering frame
PROPOSAL FOR AN EQUIVALENT LINEARIZATION METHOD FOR CONTROLLED-ROCKING SELF-CENTERING SYSTEMS [35.2, 1.1, 2019, Pages 67-80]
-
RSA
EMPLOYMENT OF THE RE-SAMPLING ANALYSIS IN DEVELOPMENT OF THE BOORE-ATKINSON 2008 GROUND MOTION PREDICTION EQUATION [35.2, 4.1, 2019, Pages 131-139]
S
-
Saint-Venant equations
IDENTIFICATION OF RIVER GEOMETRIC-HYDRAULIC RELATIONSHIPS USING INVERSE SOLUTION OF THE SAINT-VENANT EQUATIONS AND APPLICATION OF IT [35.2, 4.2, 2019, Pages 33-42]
-
Secondary currents
NUMERICAL MODELING OF FLOW IN MEANDERING COMPOUND OPEN CHANNELS [35.2, 1.2, 2019, Pages 75-83]
-
Secondary Flow
EXPERIMENTAL AND NUMERICAL MODELING OF FLOW FIELD WITHIN A VORTEX SETTLING BASIN [35.2, 4.2, 2019, Pages 43-51]
-
Seismic hazard analysis
EMPLOYMENT OF THE RE-SAMPLING ANALYSIS IN DEVELOPMENT OF THE BOORE-ATKINSON 2008 GROUND MOTION PREDICTION EQUATION [35.2, 4.1, 2019, Pages 131-139]
-
SEM
EFFECT OF TYPE AND PERCENTAGE OF CLAY MINERALS ON THE POZZOLANIC STABILIZATION OF CLAYEY SOILS (MACROSTRUCTURE AND MICROSTRUCTURE STUDY [35.2, 4.1, 2019, Pages 3-12]
-
Semi-active control
SEMI-ACTIVE OF BASE-ISOLATED BUILDING WITH VARIABLE CURVATURE SLIDING ISOLATORS [35.2, 1.2, 2019, Pages 51-64]
-
Semi-active control
DESIGN AND IMPLEMENTATION OF A SEMI-ACTIVE STRUCTURAL CONTROL SYSTEM USING SHAKE TABLE TEST [35.2, 2.2, 2019, Pages 133-142]
-
Separation gap angle
EVALUATION DEMAND OF SEPARATION GAP ANGLE IN ADJACENT STEEL MOMENT RESISTING FRAMES UNDER FAR-FIELD AND NEAR-FIELD EARTHQUAKES [35.2, 4.1, 2019, Pages 53-61]
-
Shear strength
EVALUATION OF SHEAR STRENGTH AND PARTICLE BREAKAGE OF CRUMB TIRE-CALCAREOUS SAND MIXTURE [35.2, 1.1, 2019, Pages 91-99]
-
Shear strength
THE EXPERIMENTAL STUDY OF THE NANO-SILICA EFFECT ON THE STRENGTH AND CONSOLIDATION PARAMETERS OF KARAJ CLAY SOILS [35.2, 2.1, 2019, Pages 65-72]
-
Shear strength
THE ASSESSMENT OF EFFECT OF INERT MATERIALS ON THE BEHAVIOR AND SHEAR STRENGTH OF FRESH AND AGED MUNICIPAL SOLID WASTES [35.2, 3.1, 2019, Pages 59-69]
-
Shear wave velocity profiles
A COMPARISON OF SITE SHEAR WAVE VELOCITY PROFILE USING TWO METHODS OF INVERSION OF MAXIMUM ELLIPTICITY AND SPECTRAL ANALYSIS OF SURFACE WAVES, CASE [35.2, 1.2, 2019, Pages 19-29]
-
Sheet piles
STUDY OF SOFT CLAY LAYER EFFECTS ON STEEL SHEET PILE WALLS BEHAVIORS USING CONVENTIONAL AND NUMERICAL METHODS [35.2, 1.1, 2019, Pages 13-21]
-
Site effects
NUMERICAL STUDY OF 1D AND 2D SEISMIC RESPONSE OF SEDIMENTARY BASINS: CASE STUDY OF PERSIAN GULF BRIDGE [35.2, 2.2, 2019, Pages 97-109]
-
Site effects
EXPERIMENTAL AND NUMERICAL MODELING ON SEISMIC RESPONSE OF LIQUEFIABLE SUB-LAYERS [35.2, 3.1, 2019, Pages 71-82]
-
Smart structure
ACTIVE STRUCTURAL VIBRATION CONTROL BY UTILIZING SINGLE ACTUATOR AND APPLYING CRITICAL DAMPING CONCEPT IN TWO VIBRATION MODES [35.2, 3.1, 2019, Pages 13-23]
-
Soil reinforcement
EXPERIMENTAL STUDY ON PERFORMANCE OF REINFORCED SOIL EMBANKMENT OVERLYING SHALLOW VOID [35.2, 2.1, 2019, Pages 115-121]
-
Soil treatment
EVALUATION OF THE EFFECT OF ALTERNATING POLARITY EXCHANGE ON CRUDE OIL REMOVAL FROM SOIL BY BIOELECTROKINETIC METHOD [35.2, 2.2, 2019, Pages 123-131]
-
Soil type
THE EFFECT OF SOIL TYPE ON SOIL-WATER AND UNSATURATED HYDRAULIC
CHARACTERISTICS [35.2, 3.2, 2019, Pages 149-156]
-
Spatial transferability
A QUANTITATIVE AND MULTI-ASPECT TRANSFERABILITY ANALYSIS OF THE ORDERED LOGIT MODEL FOR TRIP PRODUCTION BETWEEN QAZVIN AND ESLAMSHAHR CITIES [35.2, 1.2, 2019, Pages 11-18]
-
Stabilization pond
IMPROVING EFFLUENT FROM WASTEWATER STABILIZATION PONDS USING DUCKWEED [35.2, 2.1, 2019, Pages 133-140]
-
Steel fibers reinforced concrete
PUNCHING SHEAR STRENGTH OF STEEL FIBER-REINFORCED CONCRETE TWO-WAY SLABS [35.2, 3.1, 2019, Pages 91-97]
-
Steel pipeline
THE EVALUATION OF P-WAVE PROPAGATION ON THE SEISMIC BEHAVIOR OF STRAIGHT STEEL PIPELINES IN LAYERED SOILS [35.2, 2.1, 2019, Pages 3-14]
-
Structural-soil-structure interaction
[35.2, 4.2, 2019, Pages 107-118]
-
Surface settlements
MECHANIZED TUNNELING-INDUCED SETTLEMENTS IN URBAN ENVIRONMENT: THE CASE STUDY OF TABRIZ UNDERGROUND RAILWAY [35.2, 4.2, 2019, Pages 131-140]
T
-
Tabriz underground railway
MECHANIZED TUNNELING-INDUCED SETTLEMENTS IN URBAN ENVIRONMENT: THE CASE STUDY OF TABRIZ UNDERGROUND RAILWAY [35.2, 4.2, 2019, Pages 131-140]
-
Target displacement
OPTIMUM DESIGN OF STEEL MOMENT-RESISTING FRAMES BASED ON PERFORMANCE LEVELS, USING TARGET ROOF DISPLACEMENT CRITERION [35.2, 3.2, 2019, Pages 71-82]
-
Time management
INTEGRATION OF RISK MANAGEMENT AND FUZZY INFERENCE SYSTEMS IN ORDER TO PROJECT TIME ESTIMATION IN GAS REFINERIES CASE STUDY: CONSTRUCTION OF KHANGIRAN [35.2, 1.2, 2019, Pages 41-49]
-
Trench installation
INVESTIGATION OF APPLIED EARTH LOAD ON BURIED BOX CULVERTS IN TRENCHES USING INDUCED TRENCH METHOD UNDER EMBANKMENT PRESSURE [35.2, 4.2, 2019, Pages 53-65]
-
Turbulent Models
EXPERIMENTAL AND NUMERICAL MODELING OF FLOW FIELD WITHIN A VORTEX SETTLING BASIN [35.2, 4.2, 2019, Pages 43-51]
U
-
Uplift resistance
THE EFFECTS OF SOIL REINFORCEMENT WITH GEOGRID AND GRID-ANCHOR SYSTEMS ON UPLIFT CAPACITY OF BURIED PIPELINES [35.2, 1.1, 2019, Pages 43-53]
W
-
Warm-mix asphalt
EVALUATION OF FRACTURE TOUGHNESS OF WARM-MIX ASPHALT CONTAINING NATURAL AND SYNTHESIS FIBERS AT LOW TEMPERATURES [35.2, 2.2, 2019, Pages 29-38]
-
Water footprint
WATER FOOTPRINT MODEL OF CEMENT PRODUCTION: A CASE STUDY IN WESTERN IRAN [35.2, 3.1, 2019, Pages 123-133]
-
Water resource management
CONJUNCTIVE MANAGEMENT OF GROUNDWATER AND SURFACE WATER USING HONEY-BEE MATING ALGORITHM [35.2, 2.2, 2019, Pages 111-122]
-
Water storage tanks
SEISMIC ANALYSIS OF BASE-ISOLATED WATER STORAGE TANKS SUBJECTED TO LONG-PERIOD EARTHQUAKES USING CRITICAL EXCITATION METHOD [35.2, 4.1, 2019, Pages 111-118]
Z
-
Zeolite
THE STUDY OF CLINOPTILOLITE EFFECT ON THE STRENGTH PARAMETERS OF CLAYEY SAND SOIL CONSIDERING SOIL FAILURE BEHAVIOR [35.2, 3.2, 2019, Pages 121-128]
Your query does not match with any item
