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Author(s): 

Issue Info: 
  • Year: 

    2020
  • Volume: 

    384
  • Issue: 

    -
  • Pages: 

    0-0
Measures: 
  • Citations: 

    1
  • Views: 

    86
  • Downloads: 

    0
Keywords: 
Abstract: 

Yearly Impact: مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

View 86

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic ResourcesDownload 0 مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic ResourcesCitation 1 مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic ResourcesRefrence 0
Author(s): 

Issue Info: 
  • Year: 

    2021
  • Volume: 

    56
  • Issue: 

    13
  • Pages: 

    2204-2216
Measures: 
  • Citations: 

    1
  • Views: 

    12
  • Downloads: 

    0
Keywords: 
Abstract: 

Yearly Impact: مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

View 12

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic ResourcesDownload 0 مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic ResourcesCitation 1 مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic ResourcesRefrence 0
Author(s): 

Issue Info: 
  • Year: 

    2022
  • Volume: 

    648
  • Issue: 

    -
  • Pages: 

    129411-129411
Measures: 
  • Citations: 

    1
  • Views: 

    22
  • Downloads: 

    0
Keywords: 
Abstract: 

Yearly Impact: مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

View 22

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic ResourcesDownload 0 مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic ResourcesCitation 1 مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic ResourcesRefrence 0
Issue Info: 
  • Year: 

    2021
  • Volume: 

    23
  • Issue: 

    2
  • Pages: 

    49-65
Measures: 
  • Citations: 

    0
  • Views: 

    82
  • Downloads: 

    0
Abstract: 

One of the most common defects in rotary equipments is cracks. Creation and growth ofcracks can cause irreparable damages as well as occurrence of unwanted vibration in rotatingequipments. On the other hand, increasing the damping of the system is one of the mostpractical solutions to control vibrations in rotating equipment. One of the most importantmethods to increase the damping is the use of squeeze film dampers. Despite the highefficiency of these elements in controlling the amplitude and damping of system vibrations, their nonlinear behavior has created many limitations in the use of this equipment. In this paper, the bifurcation analysis of a flexible rotor with a floating-ring squeeze filmdamper with centralizing spring and considering the occurrence of cavitation in the damper oilfilm and transverse cracks in the shaft is been investigated.

Yearly Impact: مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

View 82

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic ResourcesDownload 0 مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic ResourcesCitation 0 مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic ResourcesRefrence 0
Issue Info: 
  • Year: 

    2014
  • Volume: 

    8
Measures: 
  • Views: 

    210
  • Downloads: 

    334
Abstract: 

THIS PAPER IS STUDYING SLOPE STABILITY EVOLUTIONS BY LIMIT EQUILIBRIUM (LE) METHODS AND COMPARED WITHTHE RESULTS FROM GEOSLOPE SOFTWARE. THE LE BASED METHODS ARE COMPARED BASED ON THE FACTOR OF SAFETY(FOS) OBTAINED FROM VARIOUS CONDITIONS WITH SIMPLIFIED SLOPE GEOMETRY AND ASSUMED INPUT PARAMETERS.SPECIFIED SLOPE IS MODELED IN TWO VARIOUS CONDITIONS, DRY AND WET, SUBJECTED TO NAILING AND ANCHORREINFORCEMENTS. THEN, REINFORCED MODELS ARE COMPARED TO THE UNREINFORCED SAMPLES IN ORDER TO INVESTIGATETHE FACTOR OF SAFETY OF SLOPE STABILITY. USING REINFORCEMENTS CAN INCRESE THE FACTOR OF SAFETY OF SLOPES TO 30PERCENT.THE COMPARATIVE STUDY AMONG THE LE METHODS SHOWED THAT BSM IS AS GOOD AS M‐PM FOR NORMALCONDITION IN CIRCULAR SHEAR SURFACE (CSS) ANALYSIS WHEREAS SIMPLIFIED JANBU (JSM) METHOD GIVES THE MOSTCONSERVATIVE VALUE OF THE FOS. IT IS SUGGESTED THAT USING ANCHORS IN PRACTICE DUE TO LONG FIXITY AND HIGHEFFICIENCY SO AS TO INCREASE SLOPE STABILITY.

Yearly Impact:   مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

View 210

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic ResourcesDownload 334
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