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About Iran

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:: Railway Track Engineering ::

 

  

 

 title

 Student Name

 Years

  Abstract

Investigation of stress distribution under sleeper considering stochastic properties of ballast material  A.Hekmat  2012   Abstract

  1

Embankment Seismic Zone Classification Provided by the Iranian Railways and Retrofitting Solutions

  M. Azimian

  2011

  Abstract

  2

Monitoring of Lateral Displacement of Railway Track by friction Sleeper on Curve (250m radius)

  M. barati

  2011

 Abstract

  3

Investigation and evaluation of metro vibration induced and it’s reduction by metro superstructure

  M.h. Esmaeili

  2011

  Abstract

  4

Numerical Modeling effectiveness of Stone /column in Mitigation of Liquefaction in Liquefiable Soils

  S.M. Hakimpour

  2011

  Abstract

  5

Experimental study of grouting performance in Tehran alluvium type C

  H. Hoseinpour

  2011

  Abstract

  6

Experimental and Numerical Study of Micropiles to Improve the Railway Embankments

  F. Khayyer

  2011

  Abstract

  7

Numerical Investigation on Vertical Load Distribution Imposed on Sleeper at Curve

  M.R. Massahi

  2011

  Abstract

  8

Local Linear Model Tree (LOLIMOT) and it’s usage in railway track

  M. Taghboostani

  2011

  Abstract

  9

FIELD INVESTYIGATION OF FLOWING SAND EFFECT ON INCREASE OF CONTACT PRESSURE BETWEEN CONCRETE SLEEPER AND BALLAST

  R. ABBASI

  2010

  Abstract

  10

 Numerical Investigation bearing and settlement of Railway Embankment Construction by Geofoam

  V.o. Khalilian

  2010

  Abstract

  11

Dynamic Response of Sleepers in Railway Track

  M. Naeemi

  2010

  Abstract

  12

The Effect of Embankment on Vibration Attenuation in Railway Track

  M. Fesharaki

  2009

  Abstract

  13

Representations of Mathematical Model of Iran Railway Infrastructure Access Charge

  M.H. Ghaniyoun

  2009

  Abstract

  14

Investigation of track railway dynamic behavior in transition zone from slab track to ballasted track

  V. Ghorbani

  2009

  Abstract

  15

Survey of Surface Structure Vibrations due to Uunderground urban Railway and Solution

  F. Kooben

  2009

  Abstract

  16

Field investigation on the Lateral resistance of CWR tracks with frictional sleepers

  B. Mirfattahi

  2009

  Abstract

  17

Technical & financial study on different strategies of track maintenance

  M.A. Pooyandjoo

  2009

  Abstract

  18

A Thesis Submitted in Partial Fulfillment of the Requirement for the Degree of Master of Science in Railway Engineering

  M. Saraei

  2009

  Abstract

  19

The Investigation of High Speed Railways Behavior under Earthquake Load

  L. Sorkhi

  2009

  Abstract

  20

Investigation on Correlation between Conditions of Railway Track Components and Geometry Indices

  H. Askarinejad

  2008

  Abstract

  21

Development of Algorithms for the Analysis and Design of Ballasted Railway Tracks

  P. Barati

  2007

  Abstract

  22

DERAILMENT PROBABILITY STIMATION WITH REGARD TO THE RAIL PROFILE CHANGES

  S. Ghahremani

  2007

  Abstract

  23

Multi- Objective Dynamic Vehicle Routing Problem with Fuzzy Time Window

  S.F. Ghannadpour

  2007

  Abstract

  24

Three Dimensional Analysis of Railway Soil-Steel Structures (with Approach of Minimum depth of Corver)

  P.H. Abdulrazzagh

  2007

  Abstract

  25

Defining and Investigating the Reasons and Effects of Time Increases of Railway track Construction and Suggesting the Remova Measures with Using Artificial Neural Network

  H.J. Oskouee

  2007

  Abstract

  26

2D Modeling and Analyse of Railway track due to wheel Flat

  A.N. Mameghani

  2007

  Abstract

  27

Developing deterioration probabilistic model for rail friction

  SH. Shahriari

  2007

  Abstract

  28

Suggestion and Analysis of Humped Slab Track Superstructure for desert Areas

  M. Fathali

  2007

  Abstract

  29

DSP Based Field Oriented Control of AC Induction Motor By TMS320LF2407

  H. Sadrian

  2005

  Abstract

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کلیه حقوق مادی و معنوی این سایت متعلق به دانشکده مهندسی راه آهن دانشگاه علم و صنعت ایران می باشد. استفاده از مطالب آن با ذکر منبع بلامانع می باشد.
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