Sharif Journal of Civil Engineering
Home
Browse
Current Issue
By Issue
By Author
By Subject
Author Index
Keyword Index
Journal Info
About Journal
Aims and Scope
Editorial Board
Publication Ethics
Indexing and Abstracting
Related Links
FAQ
Peer Review Process
Journal Metrics
News
Guide for Authors
Submit Manuscript
Reviewers
Reviewer's Guide
Publons Membership and Review Guide
Contact Us
Login
Login
Register
Persian
Keyword Index
All Volumes
Volume 42
Volume 41
Volume 40
Volume 39
38.2
37.2
36.2
35.2
34.2
33.2
32.2
31.2
Volume 30-2
Volume 29-2
Volume 2-28
Volume 2-27
Volume 2-26
vol. 25
vol. 24
vol. 23
Vol . 22
Vol. 21
Vol. 20
Vol. 19
vol . 18
vol. 17
Vol. 16
Vol. 15
Vol.14
Vol.13
Vol.12
Vol. 11
Vol. 10
Vol. 9
vol. 8
ALL
A
7
B
5
C
10
D
3
E
9
F
11
G
3
H
2
I
4
J
0
K
0
L
5
M
3
N
4
O
1
P
8
Q
0
R
14
S
17
T
6
U
2
V
1
W
3
X
0
Y
1
Z
1
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]
Y
Y-shaped cable arrangement
THE EFFECT OF GEOMETRICAL PARAMETERS ON THE BEHAVIOR OF Y-SHAPED CABLE BRACING SYSTEMS
[31.2, 3.1, 2015, Pages 115-122]
Z
Zagros
GROUND MOTION PREDICTION (ATTENUATION) RELATIONS FOR SPECTRAL ACCELERATION IN IRAN
[31.2, 2.1, 2015, Pages 11-21]
