A
-
Active control
CENTRALIZED AND DECENTRALIZED ACTIVE CONTROL OF 3-DIMENSIONAL STRUCTURAL MODELS
WITH VELOCITY AND DISPLACEMENT FEEDBACK [Volume 2-28, Issue 1, 2012, Pages 67-80]
B
-
BOT
IDEAL SUCCESS EVALUATION OF MULTI OBJECTIVE MODEL FOR BOT PROJECTS; STRUCTURE AND
APPLICATION [Volume 2-28, Issue 2, 2012, Pages 45-55]
-
Building
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND
ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN [Volume 2-28, Issue 3, 2012, Pages 21-30]
C
-
C$_1$ factor
EVALUATION OF C$_1$ FACTOR IN TARGET DISPLACEMENT OF CODE 360, BASED ON IRAN EARTHQUAKE RECORDS FOR FIRM SOIL AND FAR-FAULT SITES [Volume 2-28, Issue 2, 2012, Pages 139-146]
-
CFRP
EXPERIMENTAL BEHAVIOR OF BRICK-INFILLED CONCRETE FRAMES STRENGTHENED BY CFRP WITH IMPROVED ATTACHING TECHNIQUE [Volume 2-28, Issue 1, 2012, Pages 59-65]
-
Construction
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND
ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN [Volume 2-28, Issue 3, 2012, Pages 21-30]
D
-
Delphi
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND
ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN [Volume 2-28, Issue 3, 2012, Pages 21-30]
-
DEMATEL
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND
ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN [Volume 2-28, Issue 3, 2012, Pages 21-30]
-
Displacement based design
EVALUATION OF DIRECT DISPLACEMENT BASED METHOD FOR SEISMIC DESIGN OF REINFORCED CONCRETE SHEAR WALLS [Volume 2-28, Issue 4, 2012, Pages 25-38]
-
Dynamic analysis
THE EFFECT OF SOIL MECHANICAL PROPERTIES ON RESPONSE OF SOIL-PILE SYSTEMS UNDER EARTHQUAKE LOADING [Volume 2-28, Issue 1, 2012, Pages 49-57]
-
Dynamic analysis
THE EFFECT OF LATERAL LOADING PATTERNS ON SEISMIC MODIFICATION FACTORS OF MOMENT-RESISTANT FRAMES WITH MEDIUM DUCTILITY [Volume 2-28, Issue 3, 2012, Pages 47-57]
E
-
Earthquake
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND
ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN [Volume 2-28, Issue 3, 2012, Pages 21-30]
-
Earthquake
EVALUATION OF LIQUEFACTION POTENTIAL IN MAZANDARAN PROVINCE USING IN-SITU TEST DATA WITH REVIEW OF ISHIHARA CRITERION [Volume 2-28, Issue 4, 2012, Pages 127-135]
-
EHHT
EFFICACY OF THE ENHANCED TRANSFORM IN COMPARISON WITH THE CLASSIC HILBERT-HUANG METHOD [Volume 2-28, Issue 1, 2012, Pages 29-38]
-
Experts
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND
ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN [Volume 2-28, Issue 3, 2012, Pages 21-30]
F
-
Finite Volume Method
EVALUATION OF TURBULENCE MODELS IN SIMULATION OF OBLIQUE STANDING SHOCK WAVES IN UPERCRITICAL CHANNEL FLOW [Volume 2-28, Issue 1, 2012, Pages 17-27]
-
FRP
EFFECT OF FRP STRENGTHENING FOR CONFINEMENT OF BOUNDARY ELEMENTS ON THE BEHAVIOR OF REINFORCED CONCRETE SHEAR WALLS [Volume 2-28, Issue 1, 2012, Pages 111-118]
H
-
HHT
EFFICACY OF THE ENHANCED TRANSFORM IN COMPARISON WITH THE CLASSIC HILBERT-HUANG METHOD [Volume 2-28, Issue 1, 2012, Pages 29-38]
-
Hydroponic. renewcommand receivedDat
PHYTOREMEDIATION OF STABLE CESIUM FROM SOLUTIONS [Volume 2-28, Issue 3, 2012, Pages 89-97]
K
-
Kinematic interaction
THE EFFECT OF SOIL MECHANICAL PROPERTIES ON RESPONSE OF SOIL-PILE SYSTEMS UNDER EARTHQUAKE LOADING [Volume 2-28, Issue 1, 2012, Pages 49-57]
-
Kinematic interaction
EVALUATION OF THE EFFECTS OF KINEMATIC SOIL STRUCTURE INTERACTION ON SEISMIC
LOADING OF STRUCTURES
PART II: FOUNDATION INPUT MOTIONS [Volume 2-28, Issue 2, 2012, Pages 27-34]
L
-
Liquefaction Potential
EVALUATION OF LIQUEFACTION POTENTIAL IN MAZANDARAN PROVINCE USING IN-SITU TEST DATA WITH REVIEW OF ISHIHARA CRITERION [Volume 2-28, Issue 4, 2012, Pages 127-135]
M
-
MCDM model.}
IDEAL SUCCESS EVALUATION OF MULTI OBJECTIVE MODEL FOR BOT PROJECTS; STRUCTURE AND
APPLICATION [Volume 2-28, Issue 2, 2012, Pages 45-55]
P
-
Performance based design
STUDY OF ENDURANCE TIME METHOD IN SEISMIC ASSESSMENT OF STEEL FRAMES IN DIFFERENT EXCITATIONS LEVELS [Volume 2-28, Issue 4, 2012, Pages 115-125]
-
Pozzolan
A STUDY ON THE VARIATION OF COMPRESSIVE STRENGTH AND POROSITY IN THE CENTER OF MASSIVE HIGH STRENGTH CONCRETE [Volume 2-28, Issue 1, 2012, Pages 101-109]
-
PPP projects
IDEAL SUCCESS EVALUATION OF MULTI OBJECTIVE MODEL FOR BOT PROJECTS; STRUCTURE AND
APPLICATION [Volume 2-28, Issue 2, 2012, Pages 45-55]
Q
-
QC
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND
ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN [Volume 2-28, Issue 3, 2012, Pages 21-30]
-
QM
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND
ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN [Volume 2-28, Issue 3, 2012, Pages 21-30]
R
-
Rammed aggregate piers
A FIELD STUDY ON THE BEHAVIOR OF SINGLE RAMMED AGGREGATE PIERS TOWARDS CHANGES IN DIAMETER [Volume 2-28, Issue 4, 2012, Pages 95-103]
-
RC beam
EXACT ANALYTICAL SOLUTION OF INTERFACIAL STRESSES IN STRENGTHENED RC BEAMS USING SOFFIT PLATES [Volume 2-28, Issue 2, 2012, Pages 13-26]
-
Reinforced concrete beam
EFFECT OF CONCRETE STRENGTH, FLEXURAL REINFORCEMENT AND INITIAL DAMAGE ON THE DYNAMIC PROPERTIES OF REINFORCED CONCRETE BEAMS [Volume 2-28, Issue 3, 2012, Pages 3-12]
-
Retrofitting
EXPERIMENTAL BEHAVIOR OF BRICK-INFILLED CONCRETE FRAMES STRENGTHENED BY CFRP WITH IMPROVED ATTACHING TECHNIQUE [Volume 2-28, Issue 1, 2012, Pages 59-65]
S
-
Self compacting concrete
EXPERIMENTAL AND THEORITICAL PERFORMANCE OF PRESTRESSED HOLLOW CORE SLABS WITH HIGH STRENGHT SELF COMPACTING CONCRETE [Volume 2-28, Issue 2, 2012, Pages 99-111]
-
Self compacting concrete
ULTIMATE STATE AND DUCTILITY OF PRECAST PRESTRESSED HOLLOW CORE SLABS CONSISTING OF HIGH STRENGTH SELF COMPACTING CONCRETE [Volume 2-28, Issue 3, 2012, Pages 131-140]
-
Shear wall
EFFECT OF FRP STRENGTHENING FOR CONFINEMENT OF BOUNDARY ELEMENTS ON THE BEHAVIOR OF REINFORCED CONCRETE SHEAR WALLS [Volume 2-28, Issue 1, 2012, Pages 111-118]
-
Slope stability
DASHTEGAN-RUDBAR HUGE LANDSLIDE (RASHT --- QAZVIN, FREEWAY ROUTE): INVESTIGATION AND METHOD OF STABILIZATION [Volume 2-28, Issue 1, 2012, Pages 119-127]
-
SPT
MODELING THE EFFECT OF EMBANKMENT DAM CONSTRUCTION ON THE LIQUEFACTION POTENTIAL OF ALLUVIUAL FOUNDATION [Volume 2-28, Issue 4, 2012, Pages 53-64]
-
Stone column
DESIGN CHARTS OF STONE COLUMNS FOR STABILIZATION OF RAILWAY EMBANKMENTS
OVERLAID ON SOFT CLAY SUBGRADES [Volume 2-28, Issue 3, 2012, Pages 141-149]
-
Strengthening
LONGITUDINAL GROOVES AS SUBSTITUTE METHOD FOR SURFACE PREPARATION IN FLEXURAL
STRENGTHENING OF CONCRETE BEAMS [Volume 2-28, Issue 1, 2012, Pages 3-8]
-
Strengthening
EFFECT OF FRP STRENGTHENING FOR CONFINEMENT OF BOUNDARY ELEMENTS ON THE BEHAVIOR OF REINFORCED CONCRETE SHEAR WALLS [Volume 2-28, Issue 1, 2012, Pages 111-118]
-
Structure
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND
ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN [Volume 2-28, Issue 3, 2012, Pages 21-30]
T
-
Target displacement
EVALUATION OF C$_1$ FACTOR IN TARGET DISPLACEMENT OF CODE 360, BASED ON IRAN EARTHQUAKE RECORDS FOR FIRM SOIL AND FAR-FAULT SITES [Volume 2-28, Issue 2, 2012, Pages 139-146]
-
T-F-A spectrum
EFFICACY OF THE ENHANCED TRANSFORM IN COMPARISON WITH THE CLASSIC HILBERT-HUANG METHOD [Volume 2-28, Issue 1, 2012, Pages 29-38]
X
-
XRD
STABILITY OF ENGINEERING AND RHEOLOGICAL PROPERTIES OF BENTONITE DUE TO
TEMPERATURE VARIATIONS IN RADIOACTIVE WASTE DISPOSAL [Volume 2-28, Issue 1, 2012, Pages 89-93]
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