A
-
ABAQUS
INFLUENCE OF SURFACE BUILDINGS AND GROUND STRATIFICATION ON LINING LOADS, APPLYING THE NUMERICAL FINITE ELEMENT METHOD [31.2, 4.1, 2015, Pages 3-14]
-
Aggregates
INVESTIGATION OF GEOMECHANICAL PROPERTIES OF COARSE AGGREGATES CONSIDERING STRESS LEVELS [31.2, 2.2, 2015, Pages 109-119]
-
Alborz
GROUND MOTION PREDICTION (ATTENUATION) RELATIONS FOR SPECTRAL ACCELERATION IN IRAN [31.2, 2.1, 2015, Pages 11-21]
-
Arching
ANALYTICAL EVALUATION OF PRESSURE ACTING OVER A BURIED CONDUIT IN REINFORCED GRANULAR SOIL [31.2, 3.1, 2015, Pages 51-62]
-
Artificial neural networks
AN ARTIFICIAL NEURAL NETWORK BASED METHOD FOR ESTIMATION OF THE INELASTIC RESPONSE OF SINGLE-DEGREE OF FREEDOM (SDOF) SYSTEMS UNDER RECORDS OF ROCK [31.2, 1.1, 2015, Pages 93-103]
-
ASCE 41-06 standard
ASSESSMENT OF THE SAFETY MARGIN IN THE SEISMIC DESIGN OF FOUNDATIONS BASED ON ASCE 41-06 STANDARD [31.2, 1.2, 2015, Pages 91-100]
-
Attenuation relation
GROUND MOTION PREDICTION (ATTENUATION) RELATIONS FOR SPECTRAL ACCELERATION IN IRAN [31.2, 2.1, 2015, Pages 11-21]
B
-
Base isolation
SEISMIC EVALUATION OF BASE-ISOLATED STRUCTURES USING PUSHOVER ANALYSES [31.2, 2.2, 2015, Pages 3-14]
-
Basement wall
A STUDY OF THE INTERACTION OF SOIL-UNREINFORCED BASEMENT WALLS [31.2, 2.2, 2015, Pages 79-86]
-
Batter pile
AN INVESTIGATION OF NEGATIVE SKIN FRICTION ON SINGLE VERTICAL AND BATTER PILE USING NUMERICAL MODELING [31.2, 3.1, 2015, Pages 31-37]
-
Bearing capacity of strip footing
INVESTIGATION INTO THE EFFECT OF THE UNCERTAINTY OF GEOTECHNICAL PARAMETERS ON THE BEARING CAPACITY OF STRIP FOOTINGS [31.2, 1.1, 2015, Pages 129-136]
-
BOT
STATISTICAL ANALYSIS TO DETERMINE LEVEL OF RISK IN EXISTING UNCERTAINTY OF FREEWAY CONTRACTS BY THE BOT METHOD, CASE STUDY: SAVEH FREEWAY SALAFCHEGAN [31.2, 3.2, 2015, Pages 3-8]
C
-
CBR+
INVESTIGATION OF THE EFFECT OF NANOTECHNOLOGY PRODUCT (CBR+) ON THE ERODIBILITY OF CLAYEY SOILS USING THE JET EROSION TEST [31.2, 3.2, 2015, Pages 121-129]
-
CBR value
EXPERIMENTAL STUDY OF THE TRIAXIAL BEHAVIOUR AND CBR VALUE OF PLASTIC WASTE-SOIL MIXTURE [31.2, 3.1, 2015, Pages 73-81]
-
Characteristic Orthogonal Polynomials
Vibration Assessment of the Beams via the Characteristic Orthogonal Polynomials [31.2, 3.1, 2015, Pages 83-92]
-
Coastal structures
NUMERICAL ANALYSIS OF ARMOR LAYER STABILITY IN HIGH-CRESTED BREAKWATERS [31.2, 1.1, 2015, Pages 83-91]
-
Column base connection
INVESTIGATION OF PROBABILISTIC RELIABILITY ANALYSIS OF THE COLUMN BASE CONNECTIONS IN STEEL STRUCTURES [31.2, 2.2, 2015, Pages 27-35]
-
Concentrically brace
EFFECT OF STEEL RING IN CONCENTRICALLY BRACES FRAME WITH WAVELET BASED ARTIFICIAL EARTHQUAKE [31.2, 2.1, 2015, Pages 55-63]
-
Concentric brace
RESPONSE MODIFICATION FACTOR FOR DUAL SYSTEM OF MEDIUM DUCTILITY STEEL MOMENT FRAME CONCENTRIC BRACED WITH PALL FRICTION DAMPER [31.2, 4.2, 2015, Pages 91-99]
-
Concrete precast shear wall
NUMERICAL STUDY OF THE NONLINEAR BEHAVIOR OF CONCRETE PRECAST SHEAR WALLS [31.2, 2.2, 2015, Pages 69-77]
-
Construction management
OPTIMAL STRATEGIES APPLIED BY CONTRACTORS AND EMPLOYERS FOR DELAYED PROJECTS: GAME THEORY APPROACH [31.2, 2.1, 2015, Pages 121-135]
-
Construction projects
PREDICTION OF WORKFORCE PRODUCTIVITY AND INVESTIGATION OF ITS IMPACT ON PROJECT PERFORMANCE [31.2, 1.2, 2015, Pages 101-110]
D
-
Damage detection
DAMAGE DETECTION IN STRUCTURES BY WAVELET ANALYSIS USING MODAL ANALYSIS DATA [31.2, 1.2, 2015, Pages 111-121]
-
Debris impact load
CALCULATION OF DYNAMIC DEBRIS IMPACT LOAD ON STEEL BUILDINGS IN COLLAPSE LIMIT STATE [31.2, 2.1, 2015, Pages 65-73]
-
Displacement based design
DIRECT DISPLACEMENT-BASED DESIGN CONSIDERING THE EFFECTS OF SOIL-STRUCTURE INTERACTIO [31.2, 2.1, 2015, Pages 137-144]
E
-
Earthquake
ON THE INFLUENCE OF ENGINEERED INFILLS ON SEISMIC BEHAVIOR OF STEEL STRUCTURES, COMPARED WITH SHEAR WALLS, RC INFILLS AND ISOLATED INFILLS [31.2, 4.2, 2015, Pages 37-52]
-
Earthquake
OPTIMUM SELECTION OF YIELD DISPLACEMENT OF METALLIC-YIELDING DAMPERS IN STEEL MOMENT RESISTING FRAMES [31.2, 4.2, 2015, Pages 71-78]
-
EDTA
SCAVENGER EFFECTS ON ACCELERATING PHOTOCATALYTIC REMOVAL OF DIRECT BLUE 71 DYE WITH NANO TIO2 IMMOBILIZED ON A CEMENTITIOUS BED [31.2, 4.2, 2015, Pages 25-35]
-
Engineered infill panel
ON THE INFLUENCE OF ENGINEERED INFILLS ON SEISMIC BEHAVIOR OF STEEL STRUCTURES, COMPARED WITH SHEAR WALLS, RC INFILLS AND ISOLATED INFILLS [31.2, 4.2, 2015, Pages 37-52]
-
EPB
EVALUATING FACE MINIMUM PRESSURE FOR URBAN TUNNELING USING AN EPB MACHINE AND ANALYTICAL AND NUMERICAL METHODS CASE STUDY: TUNNEL FOR LINE 7, TEHRAN SUBWAY (EAST-WES [31.2, 3.1, 2015, Pages 137-145]
-
Erosion
INVESTIGATION OF THE EFFECT OF NANOTECHNOLOGY PRODUCT (CBR+) ON THE ERODIBILITY OF CLAYEY SOILS USING THE JET EROSION TEST [31.2, 3.2, 2015, Pages 121-129]
-
Euler-Bernoulli Beam
Vibration Assessment of the Beams via the Characteristic Orthogonal Polynomials [31.2, 3.1, 2015, Pages 83-92]
-
Excavation
PERFORMANCE ANALYSIS OF DEEP SOIL NAIL WALLS BASED ON EXCAVATION-INDUCED DAMAGE [31.2, 4.2, 2015, Pages 123-131]
-
Expansions
THE EFFECT OF SHAPE OF WALLS OF EXPANSIONS ON THE CHARACTERISTICS OF HYDRAULIC JUMP [31.2, 2.2, 2015, Pages 57-62]
F
-
Face optimal pressure
EVALUATING FACE MINIMUM PRESSURE FOR URBAN TUNNELING USING AN EPB MACHINE AND ANALYTICAL AND NUMERICAL METHODS CASE STUDY: TUNNEL FOR LINE 7, TEHRAN SUBWAY (EAST-WES [31.2, 3.1, 2015, Pages 137-145]
-
FDM
[31.2, 4.2, 2015, Pages 13-23]
-
FEMA154
A COMPARATIVE STUDY AND PROPOSAL FOR ENHANCEMENT OF RAPID SEISMIC EVALUATION OF MASONRY BUILDINGS [31.2, 3.1, 2015, Pages 93-103]
-
FEMA356
A COMPARATIVE STUDY AND PROPOSAL FOR ENHANCEMENT OF RAPID SEISMIC EVALUATION OF MASONRY BUILDINGS [31.2, 3.1, 2015, Pages 93-103]
-
Fiber reinforced polymer
EFFECT OF FRP ON BEHAVIOR OF STEEL PLATE UNDER EXTREME SERVICE CONDITIONS} [31.2, 4.1, 2015, Pages 107-116]
-
FLAC 2D software
EFFECT OF UNDERGROUND STRUCTURE LINING FLEXIBILITY ON ACCELERATION RESPONSE AT GROUND SURFACE [31.2, 4.2, 2015, Pages 79-89]
-
FLAC3D
[31.2, 4.2, 2015, Pages 13-23]
-
Fracture toughness
EVALUATION OF FRACTURE RESISTANCE OF MODIFIED ASPHALT MIXTURES USING SEMI-CIRCULAR BENDING TEST [31.2, 3.1, 2015, Pages 129-135]
-
FRP
EFFECT OF CONCRETE AND BOND STRENGTH ON THE BEHAVIOR OF REINFORCED BEAMS STRENGTHENED WITH FRP SHEETS [31.2, 2.1, 2015, Pages 87-96]
-
FRP sheets
EXPERIMENTAL STUDY ON STRENGTHENING OF RC CONNECTIONS WITH FRP SHEETS BY EMBEDDING SURFACE GROOVES [31.2, 1.2, 2015, Pages 41-50]
-
Fuzzy expert system
A FUZZY EXPERT SYSTEM AND GENETIC ALGORITHMS TO SCORE THE SAFETY MANAGEMENT PERFORMANCE IN CONSTRUCTION SITES OF IRAN: CONSIDERING SAFETY CLIMATE [31.2, 4.1, 2015, Pages 31-39]
G
-
Genetic algorithms
A FUZZY EXPERT SYSTEM AND GENETIC ALGORITHMS TO SCORE THE SAFETY MANAGEMENT PERFORMANCE IN CONSTRUCTION SITES OF IRAN: CONSIDERING SAFETY CLIMATE [31.2, 4.1, 2015, Pages 31-39]
-
Geocell
ANALYTICAL INVESTIGATION OF PRESSURE-SETTLEMENT RESPONSE OF FOOTING SUPPORTED BY A GEOCELL REINFORCED BED [31.2, 3.1, 2015, Pages 63-72]
-
GFRP bar
EXPERIMENTAL INVESTIGATION OF THE BEHAVIOR OF LIGHTWEIGHT CONCRETE FOOTING REINFORCED WITH GFRP REBAR [31.2, 1.2, 2015, Pages 33-40]
H
-
Heterogeneity
INVESTIGATION INTO THE EFFECT OF THE INHERENT HETEROGENEITY OF SOIL ON THE LONG TERM STABILITY OF EARTH SLOPES [31.2, 3.1, 2015, Pages 3-17]
-
Hydrogen peroxide
SCAVENGER EFFECTS ON ACCELERATING PHOTOCATALYTIC REMOVAL OF DIRECT BLUE 71 DYE WITH NANO TIO2 IMMOBILIZED ON A CEMENTITIOUS BED [31.2, 4.2, 2015, Pages 25-35]
I
-
Importance factor
SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES BASED ON THEIR IMPORTANCE ACCORDING TO THE IRANIAN SEISMIC CODE [31.2, 4.1, 2015, Pages 71-81]
-
Integral abutment
DENSITY EFFECTS ON DYNAMIC EARTH PRESSURE BEHIND INTEGRAL BRIDGE ABUTMENTS UNDER TRAFFIC LOADING [31.2, 2.2, 2015, Pages 63-68]
-
Iran
GROUND MOTION PREDICTION (ATTENUATION) RELATIONS FOR SPECTRAL ACCELERATION IN IRAN [31.2, 2.1, 2015, Pages 11-21]
-
ITS
MOISTURE SENSITIVITY OF ASPHALT MIXTURES CONTAINING E.A.F STEEL SLAG [31.2, 4.1, 2015, Pages 89-96]
L
-
Large deflection of plates
ANALYSIS OF CLAMPED CIRCULAR PLATES WITH LARGE DEFLECTIONS THEORY BY EXPONENTIAL SERIES [31.2, 2.2, 2015, Pages 37-45]
-
Legal-contractual claims
DEVELOPING ALGORITHMS OF LEGAL-CONTRACTUAL CLAIMS AND STUDY OF THE OCCURRENCE RATE AND SEVERITY OF IMPACT ON NON-INDUSTRIAL DB PROJECTS OF IRAN [31.2, 4.1, 2015, Pages 41-49]
-
Length of jump
THE EFFECT OF SHAPE OF WALLS OF EXPANSIONS ON THE CHARACTERISTICS OF HYDRAULIC JUMP [31.2, 2.2, 2015, Pages 57-62]
-
Linear recurrence relation
ANALYZING BEAMS AND ONE-AND TWO-STORY FRAMES WITH EQUAL SPAN LENGTHS, USING RECURRENCE SEQUENCES [31.2, 4.1, 2015, Pages 97-106]
-
Loading protocol
CYCLIC BEHAVIOR OF STEEL MOMENT FRAME CONNECTIONS UNDER VARIOUS LOADING PROTOCOLS AND A DEVELOPED LOADING PROTOCOL [31.2, 3.2, 2015, Pages 93-102]
M
-
Minaret
STRUCTURAL ANALYSIS OF HISTORICAL PERSIAN BRICK MASONRY MINARETS [31.2, 3.2, 2015, Pages 49-58]
-
Modified binder
EVALUATION OF THE RUTTING PERFORMANCE OF HOT MIX ASPHALT MIXTURES PREPARED BY BENTONITE MODIFIED BITUMEN [31.2, 3.1, 2015, Pages 123-128]
-
MRF steel structures
RELIABILITY INDEX EVALUATION OF MRF STEEL STRUCTURES DESIGNED ACCORDING TO IRANIAN CODE [31.2, 1.2, 2015, Pages 83-90]
N
-
N2 method
A HYBRID METHOD FOR ESTIMATING THE INELASTIC RESPONSE SPECTRUM DUE TO DETERMINATION OF TARGET DISPLACEMENT USING THE N2 METHOD [31.2, 4.1, 2015, Pages 61-69]
-
Near fault earthquake
INCREMENTAL INELASTIC DYNAMIC ANALYSIS OF A BUCKLING-RESTRAINED BRACED FRAMES IN ECCENTRIC CONFIGURATION SUBJECTED TO NEAR FAULT EARTHQUAKES RECORDS [31.2, 1.2, 2015, Pages 123-131]
-
Near-field
[31.2, 4.2, 2015, Pages 53-60]
-
Near-field
NEAR-FIELD EFFECT IN PROBABILISTIC SEISMIC HAZARD ANALYSIS AND DISAGGREGATION OF TABRIZ CITY [31.2, 2.1, 2015, Pages 23-34]
O
-
Optimization
OPTIMUM SELECTION OF YIELD DISPLACEMENT OF METALLIC-YIELDING DAMPERS IN STEEL MOMENT RESISTING FRAMES [31.2, 4.2, 2015, Pages 71-78]
P
-
Performance-based seismic design
DESIGN OF STEEL PLATE SHEAR WALLS, BASED ON INELASTIC DISPLACEMENT DEMAND [31.2, 4.2, 2015, Pages 61-70]
-
Permanent deformation
EVALUATION OF THE RUTTING PERFORMANCE OF HOT MIX ASPHALT MIXTURES PREPARED BY BENTONITE MODIFIED BITUMEN [31.2, 3.1, 2015, Pages 123-128]
-
Pile-driving
EFFECT OF SOIL PROPERTIES ON PEAK PARTICLE VELOCITY (PPV) DUE TO PILE-DRIVING USING FINITE ELEMENT ANALYSIS [31.2, 4.1, 2015, Pages 117-124]
-
Plasticity models
EFFECT OF STEEL CYCLIC HARDENING HYPOTHESES ON THE BEHAVIOUR OF STEEL JOINTS [31.2, 2.1, 2015, Pages 35-44]
-
Plaxis2D
EFFECT OF SOIL PROPERTIES ON PEAK PARTICLE VELOCITY (PPV) DUE TO PILE-DRIVING USING FINITE ELEMENT ANALYSIS [31.2, 4.1, 2015, Pages 117-124]
-
PLAXIS 3D
EVALUATING FACE MINIMUM PRESSURE FOR URBAN TUNNELING USING AN EPB MACHINE AND ANALYTICAL AND NUMERICAL METHODS CASE STUDY: TUNNEL FOR LINE 7, TEHRAN SUBWAY (EAST-WES [31.2, 3.1, 2015, Pages 137-145]
-
Problematic soils
SOIL STABILIZATION WITH LIME FOR THE IMPROVEMENT OF STRENGTH PARAMETERS AND REDUCTION OF POTENTIAL COLLAPSE [31.2, 4.2, 2015, Pages 133-143]
-
Publication No 376
A COMPARATIVE STUDY AND PROPOSAL FOR ENHANCEMENT OF RAPID SEISMIC EVALUATION OF MASONRY BUILDINGS [31.2, 3.1, 2015, Pages 93-103]
R
-
Rammed aggregate piers
A COMPARATIVE FIELD STUDY OF THE BEHAVIOR OF RAMMED AGGREGATE PIERS AND CONCRETE PIERS UNDER COMPRESSIVE LOADING [31.2, 3.2, 2015, Pages 59-65]
-
Rammed aggregate piers
A COMPARATIVE FIELD STUDY OF THE BEHAVIOR OF RAMMED AGGREGATE PIERS AND CONCRETE PIERS UNDER UPLIFT LOADS [31.2, 4.1, 2015, Pages 15-22]
-
Rapid evaluation
A COMPARATIVE STUDY AND PROPOSAL FOR ENHANCEMENT OF RAPID SEISMIC EVALUATION OF MASONRY BUILDINGS [31.2, 3.1, 2015, Pages 93-103]
-
RBS connection
MODELING AND ASSESSMENT OF REDUCED BEAM SECTIONS IN MOMENT RESISTANT CONNECTIONS OF IRANIAN DOUBLE I-BEAMS [31.2, 2.1, 2015, Pages 3-10]
-
RC beam
EFFECT OF CONCRETE AND BOND STRENGTH ON THE BEHAVIOR OF REINFORCED BEAMS STRENGTHENED WITH FRP SHEETS [31.2, 2.1, 2015, Pages 87-96]
-
RC connection
EXPERIMENTAL STUDY ON STRENGTHENING OF RC CONNECTIONS WITH FRP SHEETS BY EMBEDDING SURFACE GROOVES [31.2, 1.2, 2015, Pages 41-50]
-
Recycled concrete
EFFECTS OF RECYCLED CONCRETE AGGREGATE, WASTE GLASS AND PLASTIC ON THE DURABILITY AND MECHANICAL PROPERTIES OF CONCRETE [31.2, 2.1, 2015, Pages 111-119]
-
Reinforced concrete
RESIDUAL FLEXURAL CAPACITY OF RC MEMBERS INFLUENCED BY CORROSION CAUSED BY CHLORIDE ION-A MODIFIED EQUATION OF BOND DEGRADATION [31.2, 2.2, 2015, Pages 99-107]
-
Reinforced concrete deep beams
INVESTIGATION OF SHEAR BEHAVIOR AND MODELING OF DEEP BEAMS USING THE FINITE ELEMENT METHOD [31.2, 3.2, 2015, Pages 103-112]
-
Reinforced soil wall whit steel stripe
INVESTIGATION INTO THE EFFECT OF EARTHQUAKE INDEX PARAMETERS ON SEISMIC PERFORMANCE OF REINFORCED SOIL WALLS TO SELECT AN APPROPRIATE DESIGN EARTHQUAKE [31.2, 1.1, 2015, Pages 17-26]
-
Reliability
INVESTIGATION INTO THE EFFECT OF THE UNCERTAINTY OF GEOTECHNICAL PARAMETERS ON THE BEARING CAPACITY OF STRIP FOOTINGS [31.2, 1.1, 2015, Pages 129-136]
-
Reliability Index
RELIABILITY INDEX EVALUATION OF MRF STEEL STRUCTURES DESIGNED ACCORDING TO IRANIAN CODE [31.2, 1.2, 2015, Pages 83-90]
-
Risk management
STATISTICAL ANALYSIS TO DETERMINE LEVEL OF RISK IN EXISTING UNCERTAINTY OF FREEWAY CONTRACTS BY THE BOT METHOD, CASE STUDY: SAVEH FREEWAY SALAFCHEGAN [31.2, 3.2, 2015, Pages 3-8]
-
Rock mass
DETERMINATION OF NORMAL AND SHEAR STIFFNESS OF ROCK JOINTS USING BACK ANALYSIS OF PLATE LOAD TEST RESULTS: CASE STUDY, BAKHTIARI DAM [31.2, 3.2, 2015, Pages 85-92]
S
-
SCB
EVALUATION OF FRACTURE RESISTANCE OF MODIFIED ASPHALT MIXTURES USING SEMI-CIRCULAR BENDING TEST [31.2, 3.1, 2015, Pages 129-135]
-
Seismic design/rehabilitation of foundation
ASSESSMENT OF THE SAFETY MARGIN IN THE SEISMIC DESIGN OF FOUNDATIONS BASED ON ASCE 41-06 STANDARD [31.2, 1.2, 2015, Pages 91-100]
-
Seismic vulnerability assessment
DEVELOPMENT OF ANALYTICAL FRAGILITY CURVES FOR IRANS MASONRY SCHOOL BUILDINGS [31.2, 4.2, 2015, Pages 145-156]
-
Self compacting concrete
EXPERIMENTAL EVALUATION OF THE FLEXURAL BEHAVIOR OF SELF-COMPACTING REINFORCED FIBROUS CONCRETE BEAMS UNDER CYCLIC LOADING [31.2, 4.1, 2015, Pages 125-133]
-
Self-compacting concrete
EFFECT OF WEIGHT COMPACTION AND PERCENTAGE OF FLY-ASH ON SELF-COMPACTING CONCRETE STRENGTH, AT DIFFERENT LEVELS [31.2, 4.1, 2015, Pages 23-30]
-
Self-compacting concrete
THE EFFECT OF POLYPROPYLENE FIBERS ON BOND STRENGTH BETWEEN CONCRETE AND STEEL IN SELF-COMPACTING CONCRETE [31.2, 2.1, 2015, Pages 97-104]
-
Shear Deformable Beams
Vibration Assessment of the Beams via the Characteristic Orthogonal Polynomials [31.2, 3.1, 2015, Pages 83-92]
-
Shear strength
INVESTIGATION OF SHEAR BEHAVIOR AND MODELING OF DEEP BEAMS USING THE FINITE ELEMENT METHOD [31.2, 3.2, 2015, Pages 103-112]
-
Shear wall
ON THE INFLUENCE OF ENGINEERED INFILLS ON SEISMIC BEHAVIOR OF STEEL STRUCTURES, COMPARED WITH SHEAR WALLS, RC INFILLS AND ISOLATED INFILLS [31.2, 4.2, 2015, Pages 37-52]
-
Shear wall
EVALUATION OF EFFECTIVE PARAMETERS ON SEISMIC BEHAVIOR OF TUNNEL-FORM RC BUILDINGS USING NONLINEAR STATIC ANALYSIS [31.2, 4.2, 2015, Pages 111-121]
-
Soil-bag system
NUMERICAL AND ANALYTICAL EVALUATION OF THE BEARING CAPACITY OF A HALF-OVAL SOIL-BAG SYSTEM UNDER VERTICAL LOADING [31.2, 3.2, 2015, Pages 67-75]
-
Special concentrically steel braced frame
EXPERIMENTAL AND ANALYTICAL STUDY OF THE CYCLIC PERFOR-\MANCE OF SPECIAL CONCENTRIC BRACED FRAMES [31.2, 4.1, 2015, Pages 51-60]
-
Steel moment resisting frames
OPTIMUM SELECTION OF YIELD DISPLACEMENT OF METALLIC-YIELDING DAMPERS IN STEEL MOMENT RESISTING FRAMES [31.2, 4.2, 2015, Pages 71-78]
-
Steel plate shear wall
DESIGN OF STEEL PLATE SHEAR WALLS, BASED ON INELASTIC DISPLACEMENT DEMAND [31.2, 4.2, 2015, Pages 61-70]
-
Steel slag
MOISTURE SENSITIVITY OF ASPHALT MIXTURES CONTAINING E.A.F STEEL SLAG [31.2, 4.1, 2015, Pages 89-96]
-
Strengthening
EXPERIMENTAL STUDY ON STRENGTHENING OF RC CONNECTIONS WITH FRP SHEETS BY EMBEDDING SURFACE GROOVES [31.2, 1.2, 2015, Pages 41-50]
-
Structures of single degree of freedom reduction
AN ARTIFICIAL NEURAL NETWORK BASED METHOD FOR ESTIMATION OF THE INELASTIC RESPONSE OF SINGLE-DEGREE OF FREEDOM (SDOF) SYSTEMS UNDER RECORDS OF ROCK [31.2, 1.1, 2015, Pages 93-103]
T
-
Taper pile
EXPERIMENTAL STUDY OF BEARING CAPACITY OF TAPERED PILES IN SANDY SOILS UNDER VERTICAL STATIC LOADS [31.2, 3.2, 2015, Pages 113-120]
-
Target displacement
A HYBRID METHOD FOR ESTIMATING THE INELASTIC RESPONSE SPECTRUM DUE TO DETERMINATION OF TARGET DISPLACEMENT USING THE N2 METHOD [31.2, 4.1, 2015, Pages 61-69]
-
Three and two dimensional numerical analyses
A COMPARISON OF THREE AND TWO DIMENSIONAL ANALYSES OF ROCKFILL DAMS IN NARROW VALLEYS; CASE STUDY: VANYAR DAM [31.2, 1.2, 2015, Pages 3-11]
-
TPH
REMOVAL OF PETROLEUM HYDROCARBONS FROM OIL REFINERY WASTEWATER USING NATURAL ADSORBENTS: ISOTHERM AND KINETIC STUDIES [31.2, 3.2, 2015, Pages 41-48]
-
Traffic signs
FACTORS AFFECTING TRAFFIC SIGN OBEDIENCE: CASE OF SPEED LIMIT SIGNS [31.2, 2.1, 2015, Pages 75-85]
-
Tunnel form concrete building
EVALUATION OF EFFECTIVE PARAMETERS ON SEISMIC BEHAVIOR OF TUNNEL-FORM RC BUILDINGS USING NONLINEAR STATIC ANALYSIS [31.2, 4.2, 2015, Pages 111-121]
U
-
Uncertainties
INVESTIGATION OF PROBABILISTIC RELIABILITY ANALYSIS OF THE COLUMN BASE CONNECTIONS IN STEEL STRUCTURES [31.2, 2.2, 2015, Pages 27-35]
-
Underground structure
EFFECT OF UNDERGROUND STRUCTURE LINING FLEXIBILITY ON ACCELERATION RESPONSE AT GROUND SURFACE [31.2, 4.2, 2015, Pages 79-89]
V
-
Von Karmen equations
ANALYSIS OF CLAMPED CIRCULAR PLATES WITH LARGE DEFLECTIONS THEORY BY EXPONENTIAL SERIES [31.2, 2.2, 2015, Pages 37-45]
W
-
Waste plastic particles
EXPERIMENTAL STUDY OF THE TRIAXIAL BEHAVIOUR AND CBR VALUE OF PLASTIC WASTE-SOIL MIXTURE [31.2, 3.1, 2015, Pages 73-81]
-
Wavelet analysis
DAMAGE DETECTION IN STRUCTURES BY WAVELET ANALYSIS USING MODAL ANALYSIS DATA [31.2, 1.2, 2015, Pages 111-121]
-
Workforce productivity
PREDICTION OF WORKFORCE PRODUCTIVITY AND INVESTIGATION OF ITS IMPACT ON PROJECT PERFORMANCE [31.2, 1.2, 2015, Pages 101-110]
Z
-
Zagros
GROUND MOTION PREDICTION (ATTENUATION) RELATIONS FOR SPECTRAL ACCELERATION IN IRAN [31.2, 2.1, 2015, Pages 11-21]
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