A
-
Acceleration
Seismic Hazard Assessment and Determination of Maximum Design Base Acceleration of Yazd [Volume 2, Issue 2, 2014, Pages 1-8]
-
AHP Method
An Improvement to Pedestrian’s Mobility by rehabilitating the Sidewalk with Application of AHP (Case Study) [Volume 2, Issue 1, 2014, Pages 65-74]
-
Analytical modeling
An Experimental Study on Shear Strengthening of RC Lightweight Deep Beams Using CFRP [Volume 2, Issue 2, 2014, Pages 9-19]
-
Artificial Neural Network
Compressive Strength of Confined Concrete in CCFST Columns [Volume 2, Issue 1, 2014, Pages 106-113]
-
Atterberg limits
Stabilization of Subgrade Soil for Highway by Recycled Polyester Fiber [Volume 2, Issue 1, 2014, Pages 93-105]
B
-
Bracing system
Comparative Review of the Performance Based Design of Building Structures Using Static Non-Linear Analysis, Part B: R/C Frames [Volume 2, Issue 1, 2014, Pages 75-92]
-
Bridge abutments
The Effect of Submergence Percentage of the Submerged Piles on the Reduction of Scour in Bridge Abutments [Volume 2, Issue 2, 2014, Pages 32-39]
-
Buckling
Numerical Formulation on Crack Closing Effect In Buckling Analysis of Edge-Cracked Columns [Volume 2, Issue 2, 2014, Pages 75-83]
-
Buckling-restrained brace
Seismic Retrofitting of Steel Frames with Buckling Restrained and Ordinary Concentrically Bracing Systems with Various Strain Hardening and Slenderness Ratios [Volume 2, Issue 2, 2014, Pages 20-31]
C
-
CBR
Stabilization of Subgrade Soil for Highway by Recycled Polyester Fiber [Volume 2, Issue 1, 2014, Pages 93-105]
-
CCFST Columns
Compressive Strength of Confined Concrete in CCFST Columns [Volume 2, Issue 1, 2014, Pages 106-113]
-
CFRP composite
An Experimental Study on Shear Strengthening of RC Lightweight Deep Beams Using CFRP [Volume 2, Issue 2, 2014, Pages 9-19]
-
CFRP sheet
Ultimate Tendon Stress in CFRP Strengthened Unbounded HSC Post-Tensioned Continuous I-Beams [Volume 2, Issue 1, 2014, Pages 35-45]
-
City
An Improvement to Pedestrian’s Mobility by rehabilitating the Sidewalk with Application of AHP (Case Study) [Volume 2, Issue 1, 2014, Pages 65-74]
-
Column
Behavior of FRP-Confined Reactive Powder Concrete Columns under Eccentric Loading [Volume 2, Issue 1, 2014, Pages 46-64]
-
Compressive Strength
Behavior of FRP-Confined Reactive Powder Concrete Columns under Eccentric Loading [Volume 2, Issue 1, 2014, Pages 46-64]
-
Confined Concrete
Compressive Strength of Confined Concrete in CCFST Columns [Volume 2, Issue 1, 2014, Pages 106-113]
-
Contact surface
Numerical Formulation on Crack Closing Effect In Buckling Analysis of Edge-Cracked Columns [Volume 2, Issue 2, 2014, Pages 75-83]
-
Continuous beams
Ultimate Tendon Stress in CFRP Strengthened Unbounded HSC Post-Tensioned Continuous I-Beams [Volume 2, Issue 1, 2014, Pages 35-45]
-
Core
The Effect of RC Core on Rehabilitation of Tubular Structures [Volume 2, Issue 2, 2014, Pages 63-74]
-
Crack closing
Numerical Formulation on Crack Closing Effect In Buckling Analysis of Edge-Cracked Columns [Volume 2, Issue 2, 2014, Pages 75-83]
D
-
Dynamic Analysis
Comparative Review of the Performance Based Design of Building Structures Using Static Non-Linear Analysis, Part B: R/C Frames [Volume 2, Issue 1, 2014, Pages 75-92]
E
-
Eccentrically loaded
Behavior of FRP-Confined Reactive Powder Concrete Columns under Eccentric Loading [Volume 2, Issue 1, 2014, Pages 46-64]
-
Elliptical damper
The Study of EADAS Elliptical Steel Damper Function in Seismic Resisting of Steel Frames [Volume 2, Issue 2, 2014, Pages 40-45]
-
Esfahan
Seismic Hazard Analysis and Obtaining Uniform Hazard Spectra for Esfahan Region, Iran [Volume 2, Issue 1, 2014, Pages 1-18]
F
-
Finite element analysis
Behavior of FRP-Confined Reactive Powder Concrete Columns under Eccentric Loading [Volume 2, Issue 1, 2014, Pages 46-64]
-
Forward directivity pulse
Response of Buildings with Inclined First-Story Columns to Near-Fault Ground Motion [Volume 2, Issue 1, 2014, Pages 19-34]
-
FRP confined
Behavior of FRP-Confined Reactive Powder Concrete Columns under Eccentric Loading [Volume 2, Issue 1, 2014, Pages 46-64]
H
-
High-Rise Building
The Effect of RC Core on Rehabilitation of Tubular Structures [Volume 2, Issue 2, 2014, Pages 63-74]
-
High strength concrete
Ultimate Tendon Stress in CFRP Strengthened Unbounded HSC Post-Tensioned Continuous I-Beams [Volume 2, Issue 1, 2014, Pages 35-45]
-
Hysteretic energy
The Study of EADAS Elliptical Steel Damper Function in Seismic Resisting of Steel Frames [Volume 2, Issue 2, 2014, Pages 40-45]
I
-
Inclined first-story column
Response of Buildings with Inclined First-Story Columns to Near-Fault Ground Motion [Volume 2, Issue 1, 2014, Pages 19-34]
-
Incremental dynamic analysis Endurance time method
The Comparison of the IDA and ET on Steel Structures Rehabilitated by Isolators [Volume 2, Issue 2, 2014, Pages 46-62]
-
Inter story drift
Seismic Retrofitting of Steel Frames with Buckling Restrained and Ordinary Concentrically Bracing Systems with Various Strain Hardening and Slenderness Ratios [Volume 2, Issue 2, 2014, Pages 20-31]
-
Iran
Seismic Hazard Analysis and Obtaining Uniform Hazard Spectra for Esfahan Region, Iran [Volume 2, Issue 1, 2014, Pages 1-18]
L
-
Lightweight concrete
An Experimental Study on Shear Strengthening of RC Lightweight Deep Beams Using CFRP [Volume 2, Issue 2, 2014, Pages 9-19]
-
Local Scour
The Effect of Submergence Percentage of the Submerged Piles on the Reduction of Scour in Bridge Abutments [Volume 2, Issue 2, 2014, Pages 32-39]
M
-
Maximum design base
Seismic Hazard Assessment and Determination of Maximum Design Base Acceleration of Yazd [Volume 2, Issue 2, 2014, Pages 1-8]
-
Movement
An Improvement to Pedestrian’s Mobility by rehabilitating the Sidewalk with Application of AHP (Case Study) [Volume 2, Issue 1, 2014, Pages 65-74]
N
-
Near-fault earthquake
Response of Buildings with Inclined First-Story Columns to Near-Fault Ground Motion [Volume 2, Issue 1, 2014, Pages 19-34]
-
Nonlinear analyses
The Comparison of the IDA and ET on Steel Structures Rehabilitated by Isolators [Volume 2, Issue 2, 2014, Pages 46-62]
-
Nonlinear response
Response of Buildings with Inclined First-Story Columns to Near-Fault Ground Motion [Volume 2, Issue 1, 2014, Pages 19-34]
P
-
PGA
Seismic Hazard Analysis and Obtaining Uniform Hazard Spectra for Esfahan Region, Iran [Volume 2, Issue 1, 2014, Pages 1-18]
-
Pushover
Comparative Review of the Performance Based Design of Building Structures Using Static Non-Linear Analysis, Part B: R/C Frames [Volume 2, Issue 1, 2014, Pages 75-92]
R
-
Reactive powder concrete
Behavior of FRP-Confined Reactive Powder Concrete Columns under Eccentric Loading [Volume 2, Issue 1, 2014, Pages 46-64]
-
Recycled polyester fiber
Stabilization of Subgrade Soil for Highway by Recycled Polyester Fiber [Volume 2, Issue 1, 2014, Pages 93-105]
-
Rehabilitation
An Improvement to Pedestrian’s Mobility by rehabilitating the Sidewalk with Application of AHP (Case Study) [Volume 2, Issue 1, 2014, Pages 65-74]
-
River engineering
The Effect of Submergence Percentage of the Submerged Piles on the Reduction of Scour in Bridge Abutments [Volume 2, Issue 2, 2014, Pages 32-39]
S
-
Seismic Hazard
Seismic Hazard Assessment and Determination of Maximum Design Base Acceleration of Yazd [Volume 2, Issue 2, 2014, Pages 1-8]
-
Seismic hazard analysis
Seismic Hazard Analysis and Obtaining Uniform Hazard Spectra for Esfahan Region, Iran [Volume 2, Issue 1, 2014, Pages 1-18]
-
Seismicity parameters
Seismic Hazard Analysis and Obtaining Uniform Hazard Spectra for Esfahan Region, Iran [Volume 2, Issue 1, 2014, Pages 1-18]
-
Seismic Rehabilitation
The Comparison of the IDA and ET on Steel Structures Rehabilitated by Isolators [Volume 2, Issue 2, 2014, Pages 46-62]
-
Seismic Resisting
The Study of EADAS Elliptical Steel Damper Function in Seismic Resisting of Steel Frames [Volume 2, Issue 2, 2014, Pages 40-45]
-
Seismic source
Seismic Hazard Assessment and Determination of Maximum Design Base Acceleration of Yazd [Volume 2, Issue 2, 2014, Pages 1-8]
-
Shear enhancement
An Experimental Study on Shear Strengthening of RC Lightweight Deep Beams Using CFRP [Volume 2, Issue 2, 2014, Pages 9-19]
-
Shear Lag
The Effect of RC Core on Rehabilitation of Tubular Structures [Volume 2, Issue 2, 2014, Pages 63-74]
-
Shear strength
Stabilization of Subgrade Soil for Highway by Recycled Polyester Fiber [Volume 2, Issue 1, 2014, Pages 93-105]
-
Sidewalk
An Improvement to Pedestrian’s Mobility by rehabilitating the Sidewalk with Application of AHP (Case Study) [Volume 2, Issue 1, 2014, Pages 65-74]
-
Slenderness ratio
Seismic Retrofitting of Steel Frames with Buckling Restrained and Ordinary Concentrically Bracing Systems with Various Strain Hardening and Slenderness Ratios [Volume 2, Issue 2, 2014, Pages 20-31]
-
Soil stabilization
Stabilization of Subgrade Soil for Highway by Recycled Polyester Fiber [Volume 2, Issue 1, 2014, Pages 93-105]
-
Static non-linear analysis
Comparative Review of the Performance Based Design of Building Structures Using Static Non-Linear Analysis, Part B: R/C Frames [Volume 2, Issue 1, 2014, Pages 75-92]
-
Strain hardening
Seismic Retrofitting of Steel Frames with Buckling Restrained and Ordinary Concentrically Bracing Systems with Various Strain Hardening and Slenderness Ratios [Volume 2, Issue 2, 2014, Pages 20-31]
-
Strengthened
Ultimate Tendon Stress in CFRP Strengthened Unbounded HSC Post-Tensioned Continuous I-Beams [Volume 2, Issue 1, 2014, Pages 35-45]
-
Stress increases
Ultimate Tendon Stress in CFRP Strengthened Unbounded HSC Post-Tensioned Continuous I-Beams [Volume 2, Issue 1, 2014, Pages 35-45]
-
Structural Analysis
The Effect of RC Core on Rehabilitation of Tubular Structures [Volume 2, Issue 2, 2014, Pages 63-74]
-
Submerged piles
The Effect of Submergence Percentage of the Submerged Piles on the Reduction of Scour in Bridge Abutments [Volume 2, Issue 2, 2014, Pages 32-39]
T
-
Transfer matrix
Numerical Formulation on Crack Closing Effect In Buckling Analysis of Edge-Cracked Columns [Volume 2, Issue 2, 2014, Pages 75-83]
-
Tubular Structure
The Effect of RC Core on Rehabilitation of Tubular Structures [Volume 2, Issue 2, 2014, Pages 63-74]
U
-
Unbounded tendons
Ultimate Tendon Stress in CFRP Strengthened Unbounded HSC Post-Tensioned Continuous I-Beams [Volume 2, Issue 1, 2014, Pages 35-45]
-
Uniform hazard spectra
Seismic Hazard Analysis and Obtaining Uniform Hazard Spectra for Esfahan Region, Iran [Volume 2, Issue 1, 2014, Pages 1-18]
Y
-
Yazd
Seismic Hazard Assessment and Determination of Maximum Design Base Acceleration of Yazd [Volume 2, Issue 2, 2014, Pages 1-8]
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