Sharif Journal of Civil Engineering
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Volume 42
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38.2
37.2
36.2
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32.2
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vol. 25
vol. 24
vol. 23
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vol . 18
vol. 17
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Vol. 10
Vol. 9
vol. 8
ALL
A
9
B
4
C
8
D
10
E
9
F
3
G
3
H
3
I
4
J
0
K
1
L
5
M
4
N
6
O
7
P
6
Q
0
R
8
S
25
T
9
U
1
V
0
W
4
X
0
Y
0
Z
0
A
AAC
EXPERIMENTAL EVALUATION OF AAC BLOCKS WALLS RETROFITTED BY BARS AND GFRP
[32.2, 1.1, 2016, Pages 25-34]
Aboveground steel storage tanks
SHAKING TABLE STUDY ON THE EFFECT OF BAFFLE IN SLOSHING REDUCTION IN ABOVEGROUND STEEL STORAGE TANKS
[32.2, 4.1, 2016, Pages 93-99]
Abrasion/erosion strength
EFFECT OF NANO SILICA AND POLYPROPYLENE FIBER ON ABRASION/EROSION STRENGTH OF CONCRETE
[32.2, 3.1, 2016, Pages 127-130]
Active tuned mass damper (atmd)
DESIGN OF AN OPTIMIZED FLC SYSTEM FOR SEISMIC STRUCTURAL RESPONSE REDUCTION
[32.2, 2.1, 2016, Pages 49-58]
ADV
EXPERIMENTAL STUDY OF THE EFFECT OF RESERVOIR SHAPE FACTOR ON DAM-BREAK FLOW CHARACTERISTICS
[32.2, 1.2, 2016, Pages 119-125]
Air pollution
STUDY OF TEMPORAL COMPONENTS OF CARBON MONOXIDE CONCENTRATION AND METEOROLOGICAL VARIABLES IN TEHRAN
[32.2, 1.1, 2016, Pages 35-41]
Analytical modeling
[32.2, 2.1, 2016, Pages 119-128]
AOT
STUDY OF AIR QUALITY OVER WEST AND SOUTH WEST IRAN USING AEROSOL OPTICAL THICKNESS PRODUCTS OF MODIS
[32.2, 1.2, 2016, Pages 91-97]
Axial capacity of piles
COMPARISON OF DIFFERENT CODES FOR DETERMINATION OF THE AXIAL BEARING CAPACITY OF PILES
[32.2, 4.2, 2016, Pages 131-138]
B
Beam-column joint
USE OF CLOSELY SPACED HEADED BARS IN BEAM-COLUMN JOINTS SUBJECTED TO CYCLIC LOADING
[32.2, 4.2, 2016, Pages 45-52]
Biogrouting
EFFECT OF BIOGROUTING IN REDUCING THE EROSION RATE OF SAND
[32.2, 4.2, 2016, Pages 13-19]
Brick
EXPERIMENTAL INVESTIGATION ON MUD BRICK WALSL WITH MORTAR CONTAINING STRAW FIBERS UNDER DIAGONAL TENSION
[32.2, 3.2, 2016, Pages 65-73]
Bridge
DEVELOPMENT OF CDF, CFM AND CFCM METHODS FOR DAMAGE DETECTION IN THE MIDDLE OF BRIDGE DECKS
[32.2, 4.1, 2016, Pages 11-21]
C
CBF
A COMPARISON BETWEEN SEISMIC BEHAVIOR AND ECONOMY OF STEEL SHEAR WALLS WITH COMMON LATERAL BEARING SYSTEMS IN STEEL STRUCTURES
[32.2, 4.2, 2016, Pages 53-62]
Coarse grained alluvium
EVALUATION OF COARSE GRAINED ALLUVIUM BEHAVIOR BASED ON PRESSUREMETER TESTS
[32.2, 2.2, 2016, Pages 43-55]
Collapse margin ratio
INFLUENCE OF THE MASS ECCENTRICITY ON THE MARGIN OF SAFETY AGAINST THE COLLAPSE OF RC-SMF BUILDINGS UNDER EXTREME EARTHQUAKES
[32.2, 2.2, 2016, Pages 11-23]
Composite plate girder
BEHAVIOR AND ULTIMATE SHEAR STRENGTH OF COMPOSITE PLATE GIRDER WITH DIAGONAL STIFFENER
[32.2, 1.2, 2016, Pages 37-46]
Composite plate girder
ULTIMATE SHEAR STRENGTH OF STEEL-CONCRETE COMPOSITE PLATE GIRDER WITH LONGITUDINAL STIFFENERS LOADED IN SHEAR
[32.2, 4.2, 2016, Pages 21-32]
Concentric brace
RESEARCH INTO THE EFFECT OF SIZE AND SHAPE IN PERFORATED GUSSET PLATES ON SEISMIC BEHAVIOR OF CBFS
[32.2, 3.2, 2016, Pages 75-83]
Construction projects
RISK ASSESSMENT MODEL BASED ON FUZZY EXPERT SYSTEMS FOR CONSTRUCTION PROJECT MANAGEMENT
[32.2, 4.1, 2016, Pages 61-70]
Construction projects
ANALYSING WINDOWS-BASED DELAY ANALYSIS METHODS IN THE EASY PLAN PROGRAM AND OFFERING A FRAMEWORK IN SELECTING THE BEST DELAY ANALYSIS METHOD
[32.2, 4.2, 2016, Pages 111-119]
D
Damage detection
STRUCTURAL DAMAGE DETECTION IN SHEAR FRAMES BASED ON SIGNAL PROCESSING AND GENERALIZED S-TRANSFORM WITH COMPLEX WINDOW
[32.2, 2.1, 2016, Pages 9-28]
Damage detection
DEVELOPMENT OF CDF, CFM AND CFCM METHODS FOR DAMAGE DETECTION IN THE MIDDLE OF BRIDGE DECKS
[32.2, 4.1, 2016, Pages 11-21]
Dam break
EXPERIMENTAL STUDY OF THE EFFECT OF RESERVOIR SHAPE FACTOR ON DAM-BREAK FLOW CHARACTERISTICS
[32.2, 1.2, 2016, Pages 119-125]
Deep beam
OPTIMIZATION OF STRUT AND TIE MODELS ON DEEP BEAMS WITH OPENINGS
[32.2, 2.1, 2016, Pages 67-77]
Design of experiments
APPLICATION OF TAGUCHI METHOD ON OPTIMIZATION OF SEMI STRUCTURAL LIGHTWEIGHT CONCRETE COMPOSED OF PUMICE AGGREGATES
[32.2, 4.1, 2016, Pages 101-108]
DIANA
EFFECTS OF SOIL IMPROVEMENT ON SEISMIC BEHAVIOR OF ANCHORED SHEET PILE QUAY WALLS EMBEDDED IN LIQUEFIABLE SITES
[32.2, 1.1, 2016, Pages 55-67]
Discrete element method
INVESTIGATION OF THE EFFECT OF BOUNDARY CONDITIONS ON THE RESULTS OF BIAXIAL TEST SIMULATION USING THE DISCRETE ELEMENT METHOD
[32.2, 2.2, 2016, Pages 67-78]
Doosti dam reservoir
ESTIMATING EVAPORATION FROM DAM RESERVOIRS BY DEVELOPMENT AND APPLICATION OF A NEW METHOD BASED ON ENERGY BALANCE CASE STUDY: DOOSTI DAM
[32.2, 4.1, 2016, Pages 3-10]
Drilled shaft
A SURVEY OF CONCRETE SLUMP EFFECTS ON THE COMPRESSIVE CAPACITY OF DRILLED SHAFTS(CASE STUDY: SORKHROOD SITE)
[32.2, 4.2, 2016, Pages 123-129]
Dynamic analysis
PROGRESSIVE COLLAPSE RESISTANCE OF RC FRAMED BUILDINGS WITH DIFFERENT DUCTILITES
[32.2, 2.2, 2016, Pages 3-10]
E
Earthquake
COUPLED SEISMIC PERMANENT DISPLACEMENT OF SOIL SLOPES WITH VARIABLE YIELD ACCELERATION
[32.2, 1.2, 2016, Pages 79-89]
Earthquake prediction
PATTERN RECOGNITION OF SEISMIC DATA USING A CLUSTERING METHOD FOR EARTHQUAKE PREDICTION
[32.2, 2.1, 2016, Pages 29-37]
EBF
A COMPARISON BETWEEN SEISMIC BEHAVIOR AND ECONOMY OF STEEL SHEAR WALLS WITH COMMON LATERAL BEARING SYSTEMS IN STEEL STRUCTURES
[32.2, 4.2, 2016, Pages 53-62]
Eccentrically brace frame
EFFECT OF FILLER THIN STEEL PLATE ON THE BEHAVIOR OF CHEVRON ECCENTRICALLY BRACED FRAMES
[32.2, 1.2, 2016, Pages 67-78]
EPB-TBM
LABORATORY ASSESSMENT OF EFFECTING WATER CONTENT AND FOAM INJECTION RATIO ON SOIL CONDITIONING FOR EPB-TBM TUNNELING
[32.2, 4.2, 2016, Pages 89-97]
Equivalent static earthquake loading
ASSESSMENT OF EQUIVALENT STATIC EARTHQUAKE LOADINGS ON DLG AND THEIR VERSATILITY
[32.2, 4.2, 2016, Pages 3-11]
Error
INFLUENCE OF THE PROPERTIES OF PORE-FLUID RICH IN HEAVY METAL ON ERRORS ASSOCIATED WITH CONSOLIDATION AND ATTERBERG LIMIT EXPERIMENTS
[32.2, 3.2, 2016, Pages 33-42]
Eta
SEISMIC HAZARD DISAGGREGA-\TION OF ETA IN CONDITIONAL SPECTRA
[32.2, 1.2, 2016, Pages 139-147]
Experimental study
EXPERIMENTAL STUDY ON A PROPOSED RIGID PRECAST CONNECTION OF BEAM TO COLUMN USING A STEEL LINKAGE ELEMENT UNDER CYCLIC LOADING
[32.2, 1.2, 2016, Pages 99-107]
F
FDM
NUMERICAL ANALYSIS OF GEOCELL REINFORCED FOUNDATION SAND BEDS AND COMPARISON OF CELLULAR AND PLANAR GEOSYNTHETIC REINFORCING SYSTEMS
[32.2, 3.1, 2016, Pages 3-11]
Fixed-head \ single piles
NUMERICAL EVALUATION OF LATERAL BEARING CAPACITY FOR FIXED-HEAD PILES
[32.2, 4.1, 2016, Pages 51-59]
Forward directivity effect
INVESTIGATION INTO THE PULSE OF DIRECTIVITY IN NEAR FIELD RECORDS OF IRAN USING STOCHASTIC FINITE FAULT SIMULATION
[32.2, 1.1, 2016, Pages 131-139]
G
Geocell
NUMERICAL ANALYSIS OF GEOCELL REINFORCED FOUNDATION SAND BEDS AND COMPARISON OF CELLULAR AND PLANAR GEOSYNTHETIC REINFORCING SYSTEMS
[32.2, 3.1, 2016, Pages 3-11]
Geometrical irregularity in height
INVESTIGATION INTO THE EFFECT OF GEOMETRICAL CONFIGURATION ON THE SEISMIC BEHAVIOR OF EOMETRICALLY IRREGULAR FRAMES WITH SETBACKS
[32.2, 3.1, 2016, Pages 59-69]
Gutenberg-Richter law
PATTERN RECOGNITION OF SEISMIC DATA USING A CLUSTERING METHOD FOR EARTHQUAKE PREDICTION
[32.2, 2.1, 2016, Pages 29-37]
H
Hoek-brown model
[32.2, 3.2, 2016, Pages 95-105]
Horizontally curved bridge
[32.2, 3.1, 2016, Pages 25-34]
Hysteretic behavior
MODELING OF CYCLIC PERFORMANCE OF STRUCTURES CONSIDERING PINCHING, STIFFNESS DEGRADATION, STRENGTH DETERIORATION, AND SLIDING PHENOMENA
[32.2, 4.2, 2016, Pages 63-72]
I
Impact
IMPROVEMENTS IN THE ENERGY DISTRIBUTION OF STEEL BUILDINGS USING FLUID VISCOUS DAMPERS
[32.2, 2.1, 2016, Pages 39-48]
Instability
INVESTIGATION OF SIDESWAY INSTABILITY IN TENSILE ZONE OF STEEL BEAMS USING A SKELETAL MODE
[32.2, 2.1, 2016, Pages 139-144]
IRFD method
COMPARISON OF DIFFERENT CODES FOR DETERMINATION OF THE AXIAL BEARING CAPACITY OF PILES
[32.2, 4.2, 2016, Pages 131-138]
I-shaped beam to box column connection
SEISMIC EVALUATION OF I-SHAPED BEAM TO BOX-COLUMN CONNECTIONS WITH TOP AND SEAT PLATES BY THE COMPONENT METHOD
[32.2, 2.1, 2016, Pages 129-138]
K
Kinematic interaction
FACTORS EFFECTING THE KINEMATIC BENDING MOMENT IN THE PILES GROUP
[32.2, 3.2, 2016, Pages 85-94]
L
LECA
DETERMINING THE ELASTIC PROPERTIES OF LIGHTWEIGHT EXPANDED SHALE AND CLAY AGGREGATES OF IRAN
[32.2, 2.2, 2016, Pages 33-42]
Liapor
DETERMINING THE ELASTIC PROPERTIES OF LIGHTWEIGHT EXPANDED SHALE AND CLAY AGGREGATES OF IRAN
[32.2, 2.2, 2016, Pages 33-42]
Liquefaction resistance
EFFECT OF CONTENT AND PLASTICITY OF FINES ON LIQUEFACTION RESISTANCE OF CLAYEY SAND USING CYCLIC SIMPLE SHEAR TESTS
[32.2, 1.2, 2016, Pages 47-58]
Liquefaction resistance
CORRELATION BETWEEN LIQUEFACTION RESISTANCE AND SHEAR WAVE VELOCITY OF SAND CONTAINING NON-PLASTIC FINES
[32.2, 2.2, 2016, Pages 57-65]
Long waves
NUMERICAL SIMULATION OF LONG WAVES (TSUNAMI) FORCES ON CAISSON BREAKWATERS
[32.2, 3.2, 2016, Pages 3-12]
M
MICP
EFFECT OF BIOGROUTING IN REDUCING THE EROSION RATE OF SAND
[32.2, 4.2, 2016, Pages 13-19]
MODIS
STUDY OF AIR QUALITY OVER WEST AND SOUTH WEST IRAN USING AEROSOL OPTICAL THICKNESS PRODUCTS OF MODIS
[32.2, 1.2, 2016, Pages 91-97]
Mono-pile and soil
INVESTIGATION OF LATERAL LOADED MONO-PILE BEHAVIOR CONSIDERING SOIL AND STRUCTURE INTERACTION
[32.2, 3.1, 2016, Pages 71-78]
Multi-mode resource constrained project scheduling problem
SOLVING A MULTI-MODE RESOURCE-CONSTRAINED PROJECT SCHEDULING PROBLEM USING A GENETIC ALGORITHM
[32.2, 1.1, 2016, Pages 101-112]
N
Nazloo silty clay
UTULIZATION OF MICRO SILICA FUME TO IMPROVE GEOTECHNICAL PROPERTIES OF NAZLOO CLAY
[32.2, 2.1, 2016, Pages 91-100]
Near fault region
[32.2, 3.2, 2016, Pages 23-32]
Near-field earthquake
THE ASSESSMENT INTERRELATIONSHIP BETWEEN FAR-FIELD AND NEAR-FIELD SEISMIC PARAMETERS USING THE CORRELATION CONCEPT
[32.2, 3.2, 2016, Pages 133-144]
Non-linear dynamic analysis
IMPROVEMENTS IN THE ENERGY DISTRIBUTION OF STEEL BUILDINGS USING FLUID VISCOUS DAMPERS
[32.2, 2.1, 2016, Pages 39-48]
Non-linear dynamic analysis
[32.2, 3.2, 2016, Pages 23-32]
Non-linear finite element
STRENGTHENING STEEL SHEAR WALL AFTER OPENING CREATION
[32.2, 2.2, 2016, Pages 117-124]
O
Open Sees Pl
NUMERICAL EVALUATION OF LATERAL BEARING CAPACITY FOR FIXED-HEAD PILES
[32.2, 4.1, 2016, Pages 51-59]
Optimization
OPTIMIZATION OF SIAH BISHE PUMPED STORAGE POWER PLANT DAILY SCHEDULE USING A GENETIC ALGORITHM MODELING FRAMEWORK
[32.2, 1.2, 2016, Pages 59-65]
Optimization
OPTIMIZATION OF STRUT AND TIE MODELS ON DEEP BEAMS WITH OPENINGS
[32.2, 2.1, 2016, Pages 67-77]
Optimization
OPTIMIZATION OF SOIL NAILED WALLS BASED ON THE GENETIC ALGORITHM
[32.2, 2.2, 2016, Pages 125-137]
Optimization
APPLICATION OF TAGUCHI METHOD ON OPTIMIZATION OF SEMI STRUCTURAL LIGHTWEIGHT CONCRETE COMPOSED OF PUMICE AGGREGATES
[32.2, 4.1, 2016, Pages 101-108]
Optimum distribution
OPTIMUM DISTRIBUTION OF TADAS DAMPERS FOR IMPROVING THE SEISMIC PERFORMANCE OF MOMENT FRAMES
[32.2, 3.2, 2016, Pages 117-123]
Overhead costs
CHALLENGES OF APPLYING THE OVERHEAD COST FACTORS IN BIDDINGS OF CONSTRUCTION PROJECTS
[32.2, 3.1, 2016, Pages 131-144]
P
Performance based plastic design
SEISMIC PERFORMANCE OF STEEL-BRAM COUPLED SHEAR WALLS USING THE PBPD METHOD.
[32.2, 3.1, 2016, Pages 117-125]
Perimeter diaphragm
[32.2, 3.1, 2016, Pages 97-105]
Permanent deformation
COUPLED SEISMIC PERMANENT DISPLACEMENT OF SOIL SLOPES WITH VARIABLE YIELD ACCELERATION
[32.2, 1.2, 2016, Pages 79-89]
Polyaniline
REMOVAL OF CR (VI) FROM AQUEOUS SOLUTION BY ADSORPTION ON POLYANILINE-ACTIVATED CARBON ADSORBENT
[32.2, 1.1, 2016, Pages 69-75]
Porous concrete
CARBONATION AND CORROSION POTENTIAL OF STEEL REINFORCEMENT IN POROUS CONCRETE
[32.2, 4.1, 2016, Pages 109-114]
Pumped storage plant
OPTIMIZATION OF SIAH BISHE PUMPED STORAGE POWER PLANT DAILY SCHEDULE USING A GENETIC ALGORITHM MODELING FRAMEWORK
[32.2, 1.2, 2016, Pages 59-65]
R
Railway
THE INFLUENCE OF THE RATIO OF THE ELASTIC MODULUS OF MASONRY MATERIALS TO FILLED MATERIALS ON THE RETROFITTING OF EXTERNALLY REINFORCED ARCH MASONRY
[32.2, 4.1, 2016, Pages 23-29]
Rammed aggregate piers
MODULUS LOAD TEST RESULT ANALYSIS OF RAMMED AGGREGATE PIERS IN COHESIVE SOILS
[32.2, 1.1, 2016, Pages 91-99]
Recycled aggregates
SPECIFIC GRAVITY AND WATER ABSORPTION OF RECYCLED CONCRETE AGGREGATES (CASE STUDY; PARS -2 KANGAN REGION)
[32.2, 4.1, 2016, Pages 115-119]
Reinforced concrete
EVALUATION OF NONLINEAR BEHAVIOR OF MOMENT-RESISTING REINFORCED CONCRETE FRAME USING THE RESPONSE SURFACE METHOD
[32.2, 1.1, 2016, Pages 141-152]
Reinforced concrete
USE OF CLOSELY SPACED HEADED BARS IN BEAM-COLUMN JOINTS SUBJECTED TO CYCLIC LOADING
[32.2, 4.2, 2016, Pages 45-52]
Reinforced concrete structures
NONLINEAR ANALYSIS OF REINFORCED CONCRETE STRUCTURES UNDER MONOTONIC AND REVERSED CYCLIC LOADING USING THE FINITE ELEMENT METHOD
[32.2, 4.2, 2016, Pages 81-88]
Rotational ductility
ANALYTICAL STUDY OF THE MAXIMUM ROTATIONAL DUCTILITY OF BEAMS IN STEEL MOMENT RESISTANT FRAMES CONSIDERING HIGHER MODE EFFECTS
[32.2, 2.2, 2016, Pages 97-106]
Rubber-soil mixture layer
INVESTIGATION INTO FOOTING BEHAVIOUR OF LAYERED GRANULATED RUBBER-SOIL MIXTURE: EXPERIMENTAL STUDY ON SMALL AND LARGE MODELS
[32.2, 2.2, 2016, Pages 79-88]
S
Safety Factor
NUMERICAL STUDY OF BOILING SMOOTH SAND NEAR THE CUTOFF
[32.2, 1.1, 2016, Pages 113-121]
Sandy soil
A SURVEY OF CONCRETE SLUMP EFFECTS ON THE COMPRESSIVE CAPACITY OF DRILLED SHAFTS(CASE STUDY: SORKHROOD SITE)
[32.2, 4.2, 2016, Pages 123-129]
Seimareh dam
[32.2, 2.1, 2016, Pages 119-128]
Seismic hazard analysis
SEISMIC HAZARD DISAGGREGA-\TION OF ETA IN CONDITIONAL SPECTRA
[32.2, 1.2, 2016, Pages 139-147]
Self-compacting concrete
EXPERIMENTAL STUDY OF POLYMER SELF-COMPACTING CONCRETE
[32.2, 3.1, 2016, Pages 79-86]
Semi-active control
SEMI-ACTIVE CONTROL OF VERTICAL VIBRATION OF SUSPENSION BRIDGES SUBJECTED TO EARTHQUAKE EXCITATIONS USING MR DAMPERS AND FUZZY LOGIC
[32.2, 3.2, 2016, Pages 43-54]
Shallow foundation
EFFECT OF DIFFERENT PARAMETERS ON SHALLOW FOUNDATION SETTLEMENT RESTED ON TWO-LAYERED SOIL SUBJECTED TO EARTHQUAKE LOADING
[32.2, 3.1, 2016, Pages 13-23]
Shear strength
BEHAVIOR AND ULTIMATE SHEAR STRENGTH OF COMPOSITE PLATE GIRDER WITH DIAGONAL STIFFENER
[32.2, 1.2, 2016, Pages 37-46]
Shear strength
ULTIMATE SHEAR STRENGTH OF STEEL-CONCRETE COMPOSITE PLATE GIRDER WITH LONGITUDINAL STIFFENERS LOADED IN SHEAR
[32.2, 4.2, 2016, Pages 21-32]
Siah Bishe plant
OPTIMIZATION OF SIAH BISHE PUMPED STORAGE POWER PLANT DAILY SCHEDULE USING A GENETIC ALGORITHM MODELING FRAMEWORK
[32.2, 1.2, 2016, Pages 59-65]
Slope stability
NUMERICAL INVESTIGATION OF SAND EMBANKMENT STABILITY OVER SOFT CLAYS RETROFITTED WITH STONE COLUMNS
[32.2, 3.2, 2016, Pages 125-132]
Soil cement
[32.2, 3.1, 2016, Pages 35-46]
Soil-reinforced. soil-nailed. dynamic analysis. nonlinear static analysis
VERIFICATION OF A STATIC NONLINEAR ANALYSIS METHOD FOR ESTIMATION OF SOIL-NAILED RETAINING WALLS SEISMIC DEFORMATIONS
[32.2, 3.1, 2016, Pages 107-116]
Space frame
STUDY OF PELLEVATION GEOMETRY EFFECTS ON IMPROVING SEISMIC PERFORMANCE OF SINGLE LAYER DIAMATIC DOMES
[32.2, 4.2, 2016, Pages 99-110]
Special concentrically braced frames
SEISMIC DESIGN OF BUILDING FRAMES IN CONJUNCTION WITH CONCENTRIC BRACES USING THE TEMPERATURE VARIATION METHOD IN BRACED MEMBERS
[32.2, 1.2, 2016, Pages 109-118]
Staged sequential construction analysis
INVESTIGATION OF THE EXACT SEQUENTIAL CONSTRUCTION ANALYSIS IN COMPARISON WITH THE CONVENTIONAL ANALYSIS AND THE APPROXIMATE CFM METHOD
[32.2, 4.1, 2016, Pages 81-92]
Steel plate shear wall
EFFECT OF FILLER THIN STEEL PLATE ON THE BEHAVIOR OF CHEVRON ECCENTRICALLY BRACED FRAMES
[32.2, 1.2, 2016, Pages 67-78]
Steel plate shear wall
STRENGTHENING STEEL SHEAR WALL AFTER OPENING CREATION
[32.2, 2.2, 2016, Pages 117-124]
Steel plate shear walls with opening
EVALUATION OF THE BEHAVIOR OF STEEL PLATE SHEAR WALL WITH STIFFENED OPENING
[32.2, 2.1, 2016, Pages 79-89]
Stiffened steel plate shear wall
[32.2, 3.2, 2016, Pages 23-32]
STM
OPTIMIZATION OF STRUT AND TIE MODELS ON DEEP BEAMS WITH OPENINGS
[32.2, 2.1, 2016, Pages 67-77]
Stone column
NUMERICAL INVESTIGATION OF SAND EMBANKMENT STABILITY OVER SOFT CLAYS RETROFITTED WITH STONE COLUMNS
[32.2, 3.2, 2016, Pages 125-132]
Strengthening
THE INFLUENCE OF THE RATIO OF THE ELASTIC MODULUS OF MASONRY MATERIALS TO FILLED MATERIALS ON THE RETROFITTING OF EXTERNALLY REINFORCED ARCH MASONRY
[32.2, 4.1, 2016, Pages 23-29]
Surface fault rupture
INTERACTION OF PILES GROUP WITH REVERSE FAULT RUPTURE
[32.2, 4.1, 2016, Pages 31-38]
Synthesis of bimetallic nanoparticles fe-ni
SYNTHESIS OF BIMETALLIC NANOPARTICLES FE-NI AND INVESTIGATION OF THEIR PERFORMANCE IN AR14 DYE REMOVAL FROM AQUEOUS SOLUTIONS
[32.2, 4.2, 2016, Pages 33-44]
T
Taguchi
APPLICATION OF TAGUCHI METHOD ON OPTIMIZATION OF SEMI STRUCTURAL LIGHTWEIGHT CONCRETE COMPOSED OF PUMICE AGGREGATES
[32.2, 4.1, 2016, Pages 101-108]
Tailing dams
EFFECTS OF SOIL-ATMOSPHERE INTERACTION ON THE PHREATIC SURFACE AND STABILITY OF TAILING DAMS (CASE STUDY: SARCHESHMEH TAILING DAM)
[32.2, 3.2, 2016, Pages 107-115]
Target displacement
DUCTILITY REDUCTION FACTOR EVALUATION OF COMBINED INVERTED V-BRACED AND V-BRACED FRAMES
[32.2, 2.1, 2016, Pages 101-110]
Target displacement
A STOCHASTIC SIMULATION ALGORITHM FOR DETERMINATION OF PROBABILITYDISTRIBUTION AND EXTREME VALUE OF SEISMIC RESPONSE OF DYNAMIC SYSTEMS
[32.2, 3.1, 2016, Pages 47-57]
Thickening
EVALUATION OF DETERMINANT PARAMETERS FOR THICKENING THE ENGINEERED FILLS LAYERS
[32.2, 2.2, 2016, Pages 89-96]
Tie rod
ANALYTICAL INVESTIGATION OF THE VIBRATION PERFORMANCE OF TIE RODS WITH SENSITIVITY ANALYSIS OF EFFECTIVE FACTORS ON BEAM FREQUENCY
[32.2, 1.1, 2016, Pages 77-89]
Top and seat plate connection
SEISMIC EVALUATION OF I-SHAPED BEAM TO BOX-COLUMN CONNECTIONS WITH TOP AND SEAT PLATES BY THE COMPONENT METHOD
[32.2, 2.1, 2016, Pages 129-138]
T-stress
NUMERICAL FRACTURE ANALYSIS OF REFLECTIVE CRACKS IN ASPHALT OVERLAYS SUBJECTED TO TRAFFIC LOADING
[32.2, 1.1, 2016, Pages 123-130]
Tunnel lining
EFFECT OF DRAINAGE CONDITIONS ON PORE WATER PRESSURE DISTRIBUTION AND LINING STRESSES IN TUNNELS UNDER GROUNDWATER TABLE
[32.2, 2.2, 2016, Pages 25-32]
U
Umbrella drainage
NUMERICAL STATISTICAL ANALYSIS OF UMBRELLA DRAIN PERFORMANCE IN DEEP CIRCULAR LINED TUNNELS UNDER STEADY-STATE SEEPAGE
[32.2, 4.1, 2016, Pages 121-133]
W
Wave diffraction
DAMAGE ASSESSMENT IN CONNECTIONS OF MOMENT RESISTANT FRAMES USING HILBERT-HUANG TRANSFOR
[32.2, 1.1, 2016, Pages 3-11]
Wave diffraction
EVALUATION OF EFFECTIVE PARAMETERS ON WAVE DIFFRACTION OF FAR-FAULT GROUND MOTIONS USING ARTIFICIAL NEURAL NETWORKS
[32.2, 1.1, 2016, Pages 13-23]
Web buckling
INVESTIGATION OF SIDESWAY INSTABILITY IN TENSILE ZONE OF STEEL BEAMS USING A SKELETAL MODE
[32.2, 2.1, 2016, Pages 139-144]
Work zone
ROAD USER DELAY ESTIMATION MODEL USING SOFTWARE SIMULATION
[32.2, 4.2, 2016, Pages 73-80]
