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International Journal Of Civil Engineering
  
سال:2018 - دوره:16 - شماره:9
  
 
Comparing The Scour Upstream Of Circular And Square Orifices
- صفحه:1145-1156
  
 
Effect Of Peripheral Wall Openings In Basement And Number Of Basement Floors On The Base Level Of Braced Framed Tube System
- صفحه:1157-1173
  
 
Effects Of Filler Characteristics On The Performance Of Asphalt Mastic: A Statistical Analysis Of The Laboratory Testing Results
- صفحه:1175-1183
  
 
Effects Of Polymeric Coating The Aggregate Surface On Reducing Moisture Sensitivity Of Asphalt Mixtures
- صفحه:1097-1107
  
 
Experimental Study Of Reinforced Concrete T-Beams Strengthened With A Composite Of Prestressed Steel Wire Ropes Embedded In Polyurethane Cement (Pswr–Puc)
- صفحه:1109-1123
  
 
Influence Of Demolition Waste Fine Particles On The Properties Of Recycled Aggregate Masonry Mortar
- صفحه:1213-1226
  
 
Modeling Of Buckled Reinforcing Bars Including Effect Of Lateral Expansion Of Concrete Core
- صفحه:1005-1016
  
 
Nonlinear Static And Dynamic Analyses Of Rc Buildings
- صفحه:1241-1259
  
 
Numerical Analysis Of Rc Column Failure Due To Blast And Collapse Scenarios For An Irregular Rc-Framed Structure
- صفحه:1125-1136
  
 
Numerical Simulations For Structural Response Of Masonry Arch Bridge With Relieving Slab As Upgradation Strategy
- صفحه:1029-1044
  
 
Performance Of The High-Strength Self-Stressing And Self-Compacting Concrete-Filled Steel Tube Columns Subjected To The Uniaxial Compression
- صفحه:1069-1083
  
 
Predicting Service Life Of Concrete Structure Exposed To Sulfuric Acid Environment By Grey System Theory
- صفحه:1017-1027
  
 
Prediction Of The Bond–Slip Law Between Externally Bonded Concrete Substrates And Cfrp Plates Under Fatigue Loading
- صفحه:1085-1096
  
 
Properties Of Plain Concrete Produced Employing Recycled Aggregates And Sea Water
- صفحه:993-1003
  
 
Seismic Response Modification Factor Of Rc-Frame Structures Based On Limit State Design
- صفحه:1185-1200
  
 
Study On Seismic Damage Model Of Post-Installed Connection Between Steel And Concrete
- صفحه:1201-1211
  
 
Technical And Administrative Assessment Of Plasco Building Incident
- صفحه:1227-1239
  
 
Transition Probability Matrices For Flexible Pavement Deterioration Models With Half-Year Cycle Time
- صفحه:1045-1056
  
 
Unified Construction Of Dynamic Rheological Master Curve Of Asphalts And Asphalt Mixtures
- صفحه:1057-1067
  
 
Vortex Dissipation Using A Hydraulic-Based Anti-Vortex Device At Intakes
- صفحه:1137-1144
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