Keyword Index

B

  • Bacillus pasteurii AN INVESTIGATION OF BACTERIAL CALCIUM CARBONATE PRECIPITATION IN ORGANIC SOIL FOR GEOTECHNICAL APPLICATIONS [Volume 39, C1, 2015, Pages 201-205]
  • Bearing capacity ANALYTICAL SOLUTION FOR CALCULATION OF BEARING CAPACITY OF SHALLOW FOUNDATIONS ON GEOGRID-REINFORCED SAND SLOPE [Volume 39, C1, 2015, Pages 167-182]
  • Bearing capacity EXPERIMENTAL EVALUATION OF THE INFLUENCE OF THE LEVEL OF THE GROUND WATER TABLE ON THE BEARING CAPACITY OF CIRCULAR FOOTINGS [Volume 39, C2+, 2015, Pages 497-510]

C

  • Carbon fibre reinforced polymer PERFORMANCE OF RC BEAMS STRENGTHENED FOR SHEAR AND FLEXURE USING DIFFERENT SCHEMES OF U-SHAPED CFRP ANCHORAGES AND/OR STRIPS [Volume 39, C1, 2015, Pages 41-51]
  • Collapse capacity spectrum REFINED ANALYTICAL COLLAPSE CAPACITY SPECTRA [Volume 39, C2, 2015, Pages 253-270]
  • Conjunctive use CONJUNCTIVE USE OF SURFACE AND GROUND WATER USING FUZZY NEURAL NETWORK AND GENETIC ALGORITHM [Volume 39, C2, 2015, Pages 365-377]

D

  • Damage detection DAMAGE DETECTION OF SPACE STRUCTURES USING CHARGED SYSTEM SEARCH ALGORITHM AND RESIDUAL FORCE METHOD [Volume 39, C2, 2015, Pages 215-229]

E

  • Electro–osmotic consolidation LABORATORY ASSESSMENT OF THE ELECTRO-OSMOTIC CONSOLIDATION TECHNIQUE FOR URMIA LAKE SEDIMENTS [Volume 39, C2+, 2015, Pages 485-496]
  • Erosion EFFECTS OF OPEN-CHANNEL GEOMETRY ON FLOW PATTERN IN A 90° JUNCTION [Volume 39, C2+, 2015, Pages 559-573]
  • Expansive clayey soils ASSESSING GEO-MECHANICAL AND MICRO-STRUCTURAL PERFORMANCE OF MODIFIED EXPANSIVE CLAYEY SOIL BY SILICA FUME AS INDUSTRIAL WASTE [Volume 39, C2, 2015, Pages 333-350]

F

  • FDSAB SEMI-ACTIVE FUZZY CONTROL OF STRUCTURES SUBJECTED TO NEAR-FAULT GROUND MOTIONS HAVING FORWARD DIRECTIVITY AND FLING STEP USING FRICTION DAMPING SYSTEM WITH AMPLIFYING BRACES (FDSAB) [Volume 39, C2, 2015, Pages 299-317]
  • Fiber reinforced concrete EXPERIMENTAL AND STATISTICAL INVESTIGATION ON MECHANICAL PROPERTIES AND IMPACT RESISTANCE OF SYNTHETIC FIBER REINFORCED CONCRETE [Volume 39, C2+, 2015, Pages 449-468]
  • Fibre reinforcement STRENGTH AND FRACTURE PROPERTIES OF HYBRID FIBRE REINFORCED CONCRETE [Volume 39, C1, 2015, Pages 93-102]
  • Finite Element Analysis FINITE ELEMENT ANALYSIS USING MIXED FORCE-DISPLACEMENT METHOD VIA SINGULAR VALUE DECOMPOSITION [Volume 39, C1, 2015, Pages 1-19]
  • Finite Element Analysis STRENGTHENING OF SLENDER RC SHEAR WALL WITH FRP SHEETS [Volume 39, C2, 2015, Pages 385-394]
  • Finite element method THREE-DIMENSIONAL ANALYSIS OF BEARING CAPACITY OF SQUARE FOOTINGS ON CONVEX SLOPES BY FINITE ELEMENT METHOD [Volume 39, C2+, 2015, Pages 511-522]
  • Fluidized bed crystallization DETERMINING THE OPTIMAL ZLD METHOD FOR CA AND SIO2 REMOVAL FROM RO SYSTEMS EFFLUENT [Volume 39, C2+, 2015, Pages 575-587]
  • Forced vibration CANONICAL FORMS FOR CALCULATING THE EIGENFREQUENCIES AND BUCKLING LOADS OF SYMMETRIC SPACE TRUSSES [Volume 39, C1, 2015, Pages 207-213]
  • Foundation A PRACTICAL PROCEDURE TO ESTIMATE THE BEARING CAPACITY OF FOOTINGS ON SAND–APPLICATION TO 87 CASE STUDIES [Volume 39, C2+, 2015, Pages 469-483]
  • FRP SEISMIC PERFORMANCE OF RC FRAMES RETROFITTED BY FRP AT JOINTS USING A FLANGE-BONDED SCHEME [Volume 39, C1, 2015, Pages 103-123]
  • FRP composites STRENGTHENING OF SLENDER RC SHEAR WALL WITH FRP SHEETS [Volume 39, C2, 2015, Pages 385-394]
  • FRP strengthened frames AN EXPERIMENTAL STUDY ON FRP STRENGTHENED REINFORCED CONCRETE FRAMES UNDER SIMULATED SEISMIC LOADING [Volume 39, C2+, 2015, Pages 435-447]
  • Fuzzy Inference System CONJUNCTIVE USE OF SURFACE AND GROUND WATER USING FUZZY NEURAL NETWORK AND GENETIC ALGORITHM [Volume 39, C2, 2015, Pages 365-377]

G

  • Genetic algorithms CONJUNCTIVE USE OF SURFACE AND GROUND WATER USING FUZZY NEURAL NETWORK AND GENETIC ALGORITHM [Volume 39, C2, 2015, Pages 365-377]
  • Geogrid-reinforced slope ANALYTICAL SOLUTION FOR CALCULATION OF BEARING CAPACITY OF SHALLOW FOUNDATIONS ON GEOGRID-REINFORCED SAND SLOPE [Volume 39, C1, 2015, Pages 167-182]
  • Graph Theory CANONICAL FORMS FOR CALCULATING THE EIGENFREQUENCIES AND BUCKLING LOADS OF SYMMETRIC SPACE TRUSSES [Volume 39, C1, 2015, Pages 207-213]

H

  • Hybrid buildings DETERMINATION OF MODAL DAMPING RATIOS FOR NON-CLASSICALLY DAMPED REHABILITATED STEEL STRUCTURES [Volume 39, C1, 2015, Pages 81-92]
  • Hydraulic conductivity LABORATORY ASSESSMENT OF THE ELECTRO-OSMOTIC CONSOLIDATION TECHNIQUE FOR URMIA LAKE SEDIMENTS [Volume 39, C2+, 2015, Pages 485-496]

I

  • Improved ray optimization LAYOUT AND SIZE OPTIMIZATION OF TRUSSES WITH NATURAL FREQUENCY CONSTRAINTS USING IMPROVED RAY OPTIMIZATION ALGORITHM [Volume 39, C2+, 2015, Pages 395-408]
  • Intergrinding EFFECT OF GRINDING METHOD ON ENERGY CONSUMPTION AND PARTICLE SIZE DISTRIBUTION OF BLENDED CEMENTS [Volume 39, C2+, 2015, Pages 423-433]
  • Iran EXPERIMENTAL EVALUATION OF SEISMIC SITE RESPONSE OVER AND NEARBY UNDERGROUND CAVITIES (STUDY OF SUBWAY TUNNEL IN CITY OF KARAJ, IRAN) [Volume 39, C2, 2015, Pages 319-332]

J

  • Jointly distributed random variables AN ANALYTICAL SOLUTION FOR RELIABILITY ASSESSMENT OF PSEUDO-STATIC STABILITY OF ROCK SLOPES USING JOINTLY DISTRIBUTED RANDOM VARIABLES METHOD [Volume 39, C2, 2015, Pages 351-363]

K

  • Karaj EXPERIMENTAL EVALUATION OF SEISMIC SITE RESPONSE OVER AND NEARBY UNDERGROUND CAVITIES (STUDY OF SUBWAY TUNNEL IN CITY OF KARAJ, IRAN) [Volume 39, C2, 2015, Pages 319-332]

L

  • Least Square Minimal Residual NEW SENSITIVITY-BASED METHODS FOR STRUCTURAL DAMAGE DIAGNOSIS BY LEAST SQUARE MINIMAL RESIDUAL TECHNIQUES [Volume 39, C2, 2015, Pages 231-251]

M

  • Mechanical properties STRENGTH AND FRACTURE PROPERTIES OF HYBRID FIBRE REINFORCED CONCRETE [Volume 39, C1, 2015, Pages 93-102]
  • Mechanical properties EXPERIMENTAL AND STATISTICAL INVESTIGATION ON MECHANICAL PROPERTIES AND IMPACT RESISTANCE OF SYNTHETIC FIBER REINFORCED CONCRETE [Volume 39, C2+, 2015, Pages 449-468]
  • Mixed force-displacement method FINITE ELEMENT ANALYSIS USING MIXED FORCE-DISPLACEMENT METHOD VIA SINGULAR VALUE DECOMPOSITION [Volume 39, C1, 2015, Pages 1-19]
  • Monte Carlo simulation AN ANALYTICAL SOLUTION FOR RELIABILITY ASSESSMENT OF PSEUDO-STATIC STABILITY OF ROCK SLOPES USING JOINTLY DISTRIBUTED RANDOM VARIABLES METHOD [Volume 39, C2, 2015, Pages 351-363]

N

  • Natural aggregate MECHANICAL AND DURABILITY PROPERTIES OF SLAG BASED RECYCLED AGGREGATE CONCRETE [Volume 39, C2, 2015, Pages 271-282]
  • Near-fault ground motions SEMI-ACTIVE FUZZY CONTROL OF STRUCTURES SUBJECTED TO NEAR-FAULT GROUND MOTIONS HAVING FORWARD DIRECTIVITY AND FLING STEP USING FRICTION DAMPING SYSTEM WITH AMPLIFYING BRACES (FDSAB) [Volume 39, C2, 2015, Pages 299-317]
  • Neural Networks CONJUNCTIVE USE OF SURFACE AND GROUND WATER USING FUZZY NEURAL NETWORK AND GENETIC ALGORITHM [Volume 39, C2, 2015, Pages 365-377]
  • Numerical modeling OIL CONTAMINATION PROPAGATION PATTERNS IN SOILS AND EFFICIENCY EVALUATION OF PUMPING IN-SITU REMEDIATION METHOD [Volume 39, C2, 2015, Pages 379-384]
  • Numerical simulation INVESTIGATION OF HYDRAULIC PERFORMANCE OF PIANO SHAPED WEIRS USING THREE DIMENSIONAL NUMERICAL MODELING [Volume 39, C2+, 2015, Pages 539-558]

O

  • Oil contamination OIL CONTAMINATION PROPAGATION PATTERNS IN SOILS AND EFFICIENCY EVALUATION OF PUMPING IN-SITU REMEDIATION METHOD [Volume 39, C2, 2015, Pages 379-384]
  • Open-channel junction EFFECTS OF OPEN-CHANNEL GEOMETRY ON FLOW PATTERN IN A 90° JUNCTION [Volume 39, C2+, 2015, Pages 559-573]

P

  • P-delta effect REFINED ANALYTICAL COLLAPSE CAPACITY SPECTRA [Volume 39, C2, 2015, Pages 253-270]
  • PFC2D (Particle Flow Code in 2 dimension) THE PROPERTIES OF SCALE EFFECT ON THE DENSITY OF ROCKFILL MATERIALS BASED ON FRACTAL THEORY [Volume 39, C1, 2015, Pages 183-200]
  • Piano key weirs INVESTIGATION OF HYDRAULIC PERFORMANCE OF PIANO SHAPED WEIRS USING THREE DIMENSIONAL NUMERICAL MODELING [Volume 39, C2+, 2015, Pages 539-558]
  • Plate EVALUATING TOPOLOGY DESIGN OF MATERIAL LAYOUT IN STEEL PLATE STRUCTURES WITH HIGH STIFFNESS AND EIGENFREQUENCY [Volume 39, C1, 2015, Pages 65-79]
  • PPS fibers EXPERIMENTAL AND STATISTICAL INVESTIGATION ON MECHANICAL PROPERTIES AND IMPACT RESISTANCE OF SYNTHETIC FIBER REINFORCED CONCRETE [Volume 39, C2+, 2015, Pages 449-468]

R

  • RC frames SEISMIC PERFORMANCE OF RC FRAMES RETROFITTED BY FRP AT JOINTS USING A FLANGE-BONDED SCHEME [Volume 39, C1, 2015, Pages 103-123]
  • Reinforced concrete STRENGTHENING OF SLENDER RC SHEAR WALL WITH FRP SHEETS [Volume 39, C2, 2015, Pages 385-394]
  • Reinforced concrete AN EXPERIMENTAL STUDY ON FRP STRENGTHENED REINFORCED CONCRETE FRAMES UNDER SIMULATED SEISMIC LOADING [Volume 39, C2+, 2015, Pages 435-447]
  • Reinforced concrete beams PERFORMANCE OF RC BEAMS STRENGTHENED FOR SHEAR AND FLEXURE USING DIFFERENT SCHEMES OF U-SHAPED CFRP ANCHORAGES AND/OR STRIPS [Volume 39, C1, 2015, Pages 41-51]
  • Reinforced concrete shear wall NONLINEAR FIBER ELEMENT ANALYSIS OF A REINFORCED CONCRETE SHEAR WALL SUBJECTED TO EARTHQUAKE RECORDS [Volume 39, C2+, 2015, Pages 409-422]
  • Reliability AN ANALYTICAL SOLUTION FOR RELIABILITY ASSESSMENT OF PSEUDO-STATIC STABILITY OF ROCK SLOPES USING JOINTLY DISTRIBUTED RANDOM VARIABLES METHOD [Volume 39, C2, 2015, Pages 351-363]
  • Rock slope stability AN ANALYTICAL SOLUTION FOR RELIABILITY ASSESSMENT OF PSEUDO-STATIC STABILITY OF ROCK SLOPES USING JOINTLY DISTRIBUTED RANDOM VARIABLES METHOD [Volume 39, C2, 2015, Pages 351-363]

S

  • Scale effect THE PROPERTIES OF SCALE EFFECT ON THE DENSITY OF ROCKFILL MATERIALS BASED ON FRACTAL THEORY [Volume 39, C1, 2015, Pages 183-200]
  • Seismic retrofitting SEISMIC PERFORMANCE OF RC FRAMES RETROFITTED BY FRP AT JOINTS USING A FLANGE-BONDED SCHEME [Volume 39, C1, 2015, Pages 103-123]
  • Seismic site response EXPERIMENTAL EVALUATION OF SEISMIC SITE RESPONSE OVER AND NEARBY UNDERGROUND CAVITIES (STUDY OF SUBWAY TUNNEL IN CITY OF KARAJ, IRAN) [Volume 39, C2, 2015, Pages 319-332]
  • Shake table EFFECTS OF FIBER REINFORCED PLASTER ON THE EARTHQUAKE BEHAVIOR OF MASONRY BUILDINGS [Volume 39, C2, 2015, Pages 283-297]
  • Shear span to depth ratio PERFORMANCE OF RC BEAMS STRENGTHENED FOR SHEAR AND FLEXURE USING DIFFERENT SCHEMES OF U-SHAPED CFRP ANCHORAGES AND/OR STRIPS [Volume 39, C1, 2015, Pages 41-51]
  • Shear strength SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS–RELATIONAL DATA BASE [Volume 39, C1, 2015, Pages 53-63]
  • SIMP EVALUATING TOPOLOGY DESIGN OF MATERIAL LAYOUT IN STEEL PLATE STRUCTURES WITH HIGH STIFFNESS AND EIGENFREQUENCY [Volume 39, C1, 2015, Pages 65-79]
  • Simulation-optimization CONJUNCTIVE USE OF SURFACE AND GROUND WATER USING FUZZY NEURAL NETWORK AND GENETIC ALGORITHM [Volume 39, C2, 2015, Pages 365-377]
  • Soil constitutive models A COMPARATIVE NUMERICAL STUDY OF A GEOSYNTHETICREINFORCED SOIL WALL USING THREE DIFFERENT CONSTITUTIVE SOIL MODELS [Volume 39, C1, 2015, Pages 125-141]
  • Stability THREE-DIMENSIONAL ANALYSIS OF BEARING CAPACITY OF SQUARE FOOTINGS ON CONVEX SLOPES BY FINITE ELEMENT METHOD [Volume 39, C2+, 2015, Pages 511-522]
  • Strength properties EVALUATION OF THE RELATIONSHIPS BETWEEN THE STRENGTH PROPERTIES OF HSC CONTAINING SF AND GP AT A LOW WATER-BINDER RATIO [Volume 39, C2+, 2015, Pages 523-538]
  • Structural damage diagnosis NEW SENSITIVITY-BASED METHODS FOR STRUCTURAL DAMAGE DIAGNOSIS BY LEAST SQUARE MINIMAL RESIDUAL TECHNIQUES [Volume 39, C2, 2015, Pages 231-251]

T

  • Three dimensional analysis THREE-DIMENSIONAL ANALYSIS OF BEARING CAPACITY OF SQUARE FOOTINGS ON CONVEX SLOPES BY FINITE ELEMENT METHOD [Volume 39, C2+, 2015, Pages 511-522]
  • Topology optimization EVALUATING TOPOLOGY DESIGN OF MATERIAL LAYOUT IN STEEL PLATE STRUCTURES WITH HIGH STIFFNESS AND EIGENFREQUENCY [Volume 39, C1, 2015, Pages 65-79]
  • Tuned mass damper OPTIMUM PARAMETERS OF TUNED MASS DAMPERS FOR SEISMIC APPLICATIONS USING CHARGED SYSTEM SEARCH [Volume 39, C1, 2015, Pages 21-40]

U

  • Unsaturated soil PREDICTION OF SOIL-WATER CHARACTERISTIC CURVE USING GENE EXPRESSION PROGRAMMING [Volume 39, C1, 2015, Pages 143-165]
  • Urmia Lake sediments LABORATORY ASSESSMENT OF THE ELECTRO-OSMOTIC CONSOLIDATION TECHNIQUE FOR URMIA LAKE SEDIMENTS [Volume 39, C2+, 2015, Pages 485-496]