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‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ ﻋﻤﺮان و ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ ﻣﻘﺪس – ﺗﺎﻻر اﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬

‫ﺑﻬﺴﺎﺯﻱ ‪ ،‬ﻣﻘﺎﻭﻡ ﺳﺎﺯﻱ‪ ،‬ﺗﻘﻮﻳﺖ ﻭ ﭘﺎﻳﺪﺍﺭﺳﺎﺯﻱ ﭘﻠﻬﺎﻱ ﺑﺘﻨﻲ ﺑﻪ ﺭﻭﺵ ﭘﺲﺗﻨﻴﺪﮔﻲ‬ ‫ﻣﺼﻄﻔﻲ ﺟﻼﻝ ‪ ،‬ﻣﺠﻴﺪ ﺍﻣﻴﻨﻲ‬ ‫‪ -1‬ﭼﻜﻴﺪﻩ‪:‬‬

‫ﺍﻣﺮﻭﺯﻩ ﺑﺎ ﺗﻮﺟﻪ ﺑﻪ ﭘﻴﺸﺮﻓﺖ ﻋﻠﻮﻡ ﻭ ﮔﺴﺘﺮﺩﮔﻲ ﻓﻦﺁﻭﺭﻱ ﺩﺭ ﻃﺮﺍﺣﻲ ﺳـﺎﺯﻩﻫـﺎﻱ ﭘـﻞ ﻭ ﻣﺸـﺨﺺ ﺷـﺪﻥ ﻓﺎﻛﺘﻮﺭﻫـﺎﻱ‬ ‫ﺩﻳﻨـﺎﻣﻴﻜﻲ ﻭ ﺍﺳــﺘﺎﺗﻴﻜﻲ ﻣـﻲﺗــﻮﺍﻥ ﺑﺮﺧـﻲ ﺍﺯ ﭘﻠﻬــﺎﻱ ﻗــﺪﻳﻤﻲ ﻧﻈیـﺮ ﺳــﯽ ﻭ ﺳـﻪ ﭘــﻞ ﺍﺻـﻔﻬﺎﻥ ﺭﺍ ﻛــﻪ ﺩﺭ ﺳــﺎﻟﻴﺎﻥ ﺩﻭﺭ‬ ‫ﺳﺎﺧﺘﻪﺷﺪﻩ ﺑﻮﺩﻧﺪ ﺭﺍ ﺩﻭﺑﺎﺭﻩ ﻃﺮﺍﺣﻲ ﻭ ﺩﺭ ﺻﻮﺭﺕ ﻧﻴﺎﺯ ﺗﻘﻮﻳﺖ ﻭ ﺑﻬﺴـﺎﺯﻱ ﻧﻤـﻮﺩ ‪ .‬ﺗﻜﻨﻴـﻚ ﭘـﺲﺗﻨﻴـﺪﮔﻲ ﻛـﻪ ﻳﻜـﻲ‬ ‫ﺍﺯﺭﻭﺵﻫﺎﻱ ﺟﺪﻳﺪ ﻭ ﻣﻨﺎﺳﺐ ﺟﻬﺖ ﺗﺮﻣﻴﻢ ﻭ ﺗﻘﻮﻳﺖ ﺳﺎﺯﻩﻫﺎﻱ ﺑﺘﻨﻲ ﻣﻮﺟﻮﺩ ﺍﺳﺖ ‪ ،‬ﺍﺳﺘﻔﺎﺩﻩﮔﺮﺩﺩ ‪.‬‬ ‫ﺩﺭ ﺍﻳﻦ ﻣﻘﺎﻟﻪ ﺍﺭﺯﻳﺎﺑﻲ ﺿﺮﺍﻳﺐ ﺍﻃﻤﻴﻨﺎﻥ ﭘﻞ ﺑﺘﻨﻲ ﺑﺎ ﺍﺭﺗﻔﺎﻉ ﻣﺸﺨﺺ ﻭ ﻋﺮﺽ ﻋﺮﺷﻪ ﻭ ﭘﻬﻨﺎﯼ ﭘﻞ ﺑـﻪ ﻋﻨـﻮﺍﻥ ﻳـﻚ ﭘـﻞ‬ ‫ﻧﻤﻮﻧﻪ ‪ ،‬ﻗﺒﻞ ﻭ ﺑﻌﺪ ﺍﺯ ﺍﻋﻤﺎﻝ ﻧﻴﺮﻭﻱ ﭘﺲﺗﻨﻴﺪﮔﻲ ﺗﺤﺖ ﺑﺎﺭﮔﺬﺍﺭﻱ ﺍﺳﺘﺎﺗﻴﻜﻲ ‪ ،‬ﺁﺏ ﺑﺎﻻ ﺁﻣﺪﮔﻲ ﻭ ﺯﻟﺰﻟـﻪ ﻗـﺮﺍﺭﮔﺮﻓـﺖ‬ ‫ﻭ ﻧﺘﺎﻳﺞ ﺧﺮﻭﺟﻲ ﺑﻮﺳﻴﻠﻪ ﻧﺮﻡﺍﻓﺰﺍﺭ ‪ CADAM‬ﺗﺤﻠﻴﻞﮔﺮﺩﻳﺪ ﻭ ﻛﻨﺘﺮﻝ ﺗﺮﻙ ﻭ ﻣﺪﻝﻫـﺎﻱ ﻣﺨﺘﻠـﻒ ﻛﺎﺑـﻞﮔـﺬﺍﺭﻱ ﺩﺭ‬ ‫ﭘﺎﻳﻪ ﭘﻞ ﻣﺬﻛﻮﺭ ﻣﻮﺭﺩ ﺑﺮﺭﺳﻲ ﻗﺮﺍﺭﮔﺮﻓﺖ ‪.‬‬ ‫ﺍﺯ ﻧﺘﺎﻳﺞ ﺍﻳﻦ ﺗﺤﻘﻴﻖ ﻭ ﻣﻘﺎﻳﺴﻪ ﻋﻤﻠﻜﺮﺩ ﻧﻴﺮﻭﻫﺎﻱ ﭘﺲﺗﻨﻴﺪﮔﻲ ﺿﻤﻦ ﺍﻧﺘﺨﺎﺏ ﺑﻬﺘﺮﻳﻦ ﻣﻘﻄﻊ ﺑﺮﺍﻱ ﻛﺎﺑﻞﮔـﺬﺍﺭﻱ ﺟﻬـﺖ‬ ‫ﺍﻋﻤﺎﻝ ﻧﻴﺮﻭﻱ ﭘﺲﺗﻨﻴﺪﮔﻲ ‪ ،‬ﺍﺛﺮﺍﺕ ﻧﺎﺷﻲ ﺍﺯ ﺗﻨﺶﻫﺎﻱ ﺣﺎﺻﻞ ﺍﺯ ﺑﺎﺭﮔﺬﺍﺭﻱﻫﺎﻱ ﺍﺳﺘﺎﺗﻴﻜﻲ‪ ،‬ﺩﻳﻨﺎﻣﻴﻜﻲ ﻭ ﺑـﺎﺭ ﻧﺎﺷـﻲ ﺍﺯ‬ ‫ﺁﺏ ﺑﺎﻻﺁﻣﺪﮔﻲ ﺑﺮ ﭘﺎﻳﻪ ﭘﻞ‪ ،‬ﻛﺎﻫﺶ ﺩﺍﺩ ﻛﻪ ﻧﺘﻴﺠﻪ ﺁﻥ ﻛﺎﻫﺶ ﻋﺮﺽ ﺗﺮﻙ ‪ ،‬ﺑﺎﻻﺑﺮﺩﻥ ﻣﻘﺎﻭﻣﺖ ﭘﻞ ﺩﺭ ﺑﺮﺍﺑـﺮ ﻧﻴـﺮﻭﻱ‬ ‫ﺑﺮﻛﻨﺶ ﻣﻲﺑﺎﺷﺪ ‪.‬‬

‫ﻭﺍﮊﻩ ﻫﺎﻱ ﻛﻠﻴﺪﻱ ‪ :‬ﭘﻞ ﺑﺘﻨﻲ ‪ ،‬ﺗﺤﻠﻴﻞ ‪،‬ﭘﺎﻳﺪﺍﺭﻱ ‪ ،‬ﺗﺮﻣﻴﻢ ﻭ ﺗﻘﻮﻳﺖ ‪ ،‬ﭘﺲﺗﻨﻴﺪﮔﻲ ‪ ،‬ﺗﺮﻙ ﺩﺭ ﭘﻞ‬

‫‪ -۱ -1-1‬ﻣﻘﺪﻣﻪ‬

‫ﭘﻠﻬﺎ ﻭ ﺳﺎﺯﻩ ﻫﺎﯼ ﺁﺑﮕﺬﺭ ﻧﻘﺶ ﺑﻪﺳﺰﺍﻳﻲ ﺩﺭ ﺩﻭﺭﺍﻥ ﮐﻨﻮﻧﯽ ﺑﺮﺍﯼ ﺍﻧﺴﺎﻥ ﺍیﻔﺎﺀ ﻣﯽ ﮐﻨﻨﺪ ﻭ ﺧﺪﻣﺎﺕ ﺍﺭﺯﺷـﻤﻨﺪﻱ‬ ‫ﺍﺯ ﻗﺒﻴﻞ ﺗﺴﻬیﻞ ﺣﻤﻞ ﻭ ﻧﻘﻞ ﻭ ﺗﺎﻣﻴﻦ ﺍﻣﮑﺎﻥ ﻋﺒﻮﺭ ﺍﺯ ﺭﻭﺍﻥ ﺁﺑﻬﺎﯼ ﺳﻄﺤﯽ ﻭ ﺍﻣﮑﺎﻥ ﻋﺒـﻮﺭ ﻣﺤﺼـﻮﻻﺕ ﻛﺸـﺎﻭﺭﺯﻱ ﻭ‬ ‫ﺟﻠﻮﮔﻴﺮﻱ ﺍﺯ ﺑﺮﻭﺯ ﺧﺴﺎﺭﺍﺕ ﻧﺎﺷﻲ ﺍﺯ ﺁﺏ ﺑﺎﻻ ﺁﻣﺪﮔﻲ ﺑﻪ ﺟﺎﺩﻩ ﻫﺎ ﺭﺍ ﻓـﺮﺍﻫﻢ ﻣـﻲﻛﻨﻨـﺪ ‪ .‬ﻣﻌﻴﺎﺭﻫـﺎﻱ ﻃﺮﺍﺣـﻲ ﻧـﻮﻳﻦ ﻭ‬ ‫ﺍﻓﺰﺍﻳﺶ ﺁﮔﺎﻫﻲ ﻧﺴﺒﺖ ﺑﻪ ﺍﺛﺮﺍﺕ ﻣﺨﺮﺏ ﻭ ﻭﻳﺮﺍﻧﮕـﺮ ﻧﺎﺷـﻲ ﺍﺯ ﺧﺮﺍﺑـﻲ ﭘﻠﻬـﺎ ‪،‬ﺩﺭ ﺩﻫـﻪﻫـﺎﻱ ﺍﺧﻴـﺮ ‪ ،‬ﻣﻮﺟـﺐ ﺑﻬﺒـﻮﺩ ﺩﺭ‬ ‫ﺷﺮﺍﻳﻂ ﭘﺎﻳﺪﺍﺭﻱ ﭘﻠﻬﺎ ﮔﺮﺩﻳﺪﻩ ﺍﺳﺖ]‪. [١‬‬

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‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ ﻋﻤﺮان و ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ ﻣﻘﺪس – ﺗﺎﻻر اﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬

‫ﻛﺎﺭﺑﺮﺩ ﻛﺎﺑﻞ ﺑﺮﺍﻱ ﻣﺴﻠﺢﻛﺮﺩﻥ ﻭ ﺗﻘﻮﻳﺖ ﺳﺎﺯﻩ ﭘﻠﻬـﺎ ﻭ ﻳـﺎ ﻓﻮﻧﺪﺍﺳـﻴﻮﻥ ﺁﻧﻬـﺎ ﻭ ﺑـﺮﺍﻱ ﻣﻬـﺎﺭﻛﺮﺩﻥ ﻭ ﺩﻭﺧـﺘﻦ‬ ‫ﻓﻮﻧﺪﺍﺳﻴﻮﻥ ﻭ ﭘﻞ ﺑﻪ ﺑﺴﺘﺮ ﺳﻨﮕﻲ ﺩﺭ ﺳﺎﻝﻫﺎﻱ ﺍﺧﻴﺮ ﺭﻭ ﺑﻪ ﺍﻓﺰﺍﻳﺶ ﻣﻲﺑﺎﺷﺪ ‪.‬‬

‫ﻧﻴﺮﻭﻱ ﭘﺲ ﻛﺸﻴﺪﮔﻲ‬

‫‪P1 P2‬‬

‫ﻛﺎﺑﻞ ﭘﻴﺶ ﺗﻨﻴﺪﮔﻲ ﻋﻤﻮﺩﻱ‬

‫ﺷﺒﻜﻪ ﺑﻨﺪﻱ ﺁﻧﺎﻟﻴﺰ ﺍﺟﺰﺍﻱ ﻣﺤﺪﻭﺩ‬

‫‪P3‬‬

‫ﻛﺎﺑﻞ ﭘﻴﺶ ﺗﻨﻴﺪﮔﻲ‬ ‫‪P4‬‬

‫ل‬

‫ان  –  ‬ ‫‬

‫ﺯﺍﻭﻳﻪ ﺗﻤﺎﻳﻞ‬

‫ان  –  ‬ ‫‬

‫ﺩﺭ ﺷﻜﻞ ‪ ١‬ﻧﺤﻮﻩ ﺍﻋﻤﺎﻝ ﻧﻴﺮﻭﻱ ﭘﺲﺗﻨﻴﺪﮔﻲ‪.‬ﺑﺮ ﭘﺎﻳﻪ ﭘﻞ ﺑﺘﻨﻲ ﻧﻤﺎﻳﺶ ﺩﺍﺩﻩ ﺷﺪﻩ ﺍﺳﺖ]‪. [٢‬‬ ‫ﺷﻜﻞ ‪ ١‬ﺍﺭﺍﺋﻪﻱ ﺷﺒﻜﻪﺑﻨﺪﻱ ﺍﺟﺰﺍﻱﻣﺤﺪﻭﺩ ﺳﻴﺴﺘﻢ ﻓﻮﻧﺪﺍﺳﻴﻮﻥ ﻭ ﭘﺎﻳﻪ ﻳﻚ ﭘﻞ ﺑﺘﻨﻲ ﻛﻪ ﺑﺎ ﺍﺳﺘﻔﺎﺩﻩ ﺍﺯ ﻛﺎﺑﻞﻫﺎﻱ‬ ‫ﭘﻴﺶﺗﻨﻴﺪﻩ ﺗﻘﻮﻳﺖ ﺷﺪﻩﺍﻧﺪ]‪[٢‬‬ ‫ﺩﺭ ﻣﻘﺎﻟﻪ ﺣﺎﺿﺮ ‪ ،‬ﭘﻞ ﺑﺘﻨﻲ ﺑﻪ ﺍﺭﺗﻔﺎﻉ ﻧﻮﺩ ﻣﺘﺮ ﻭ ﺑﺎ ﺍﺳﺘﻔﺎﺩﻩ ﺍﺯ ﺩﺍﺩﻩﻫﺎﻱ ﭘﻞ ﭘﺸـﺖﺑﻨـﺪﺩﺍﺭ ‪ ،‬ﻣـﻮﺭﺩ ﻃﺮﺍﺣـﻲ ﻭ ﺍﺭﺯﻳـﺎﺑﻲ‬ ‫ﻗﺮﺍﺭﮔﺮﻓﺖ ‪.‬‬ ‫ﺩﺭ ﺭﻭﺵﻫﺎﻱ ﻣﺤﺎﺳﺒﺎﺗﻲ ﻧﻴﺎﺯ ﺑﻪ ﺑﺮﺧﻲ ﺍﺯ ﺩﺍﺩﻩﻫﺎ ﺍﺯ ﺟﻤﻠﻪ ﻧﻴﺮﻭﻱ ﭘﺲﺗﻨﻴﺪﮔﻲ ‪ ،‬ﻣﻘﺎﻭﻣﺖ ﻣﺼﺎﻟﺢ ﻓﺸـﺎﺭﻱ ﻭ ﻛﺸﺸـﻲ ‪،‬‬ ‫ﺳﻄﺢ ﺗﺮﺍﺯ ﺁﺏ ﺩﺭ ﺣﺎﻟﺖﻫﺎﻱ ﻧﺮﻣﺎﻝ ﻭ ﺁﺏ ﺑﺎﻻ ﺁﻣﺪﮔﻲ ﻭ ﺷﺘﺎﺏﻫﺎﻱ ﺯﻣﻴﻦﻟﺮﺯﻩ ﻭ ﻣﻮﺩﻫﺎﻱ ﺁﻥ ‪ ،‬ﺍﺭﺗﻔـﺎﻉ ﻣـﻮﺍﺩ ﺟﻤـﻊ‬ ‫ﺷﺪﻩ ﺩﺭ ﮐﻨﺎﺭ ﭘﺎﻳﻪ ﻫﺎﻱ ﭘﻞ ‪ ،‬ﻋﻤﻠﻜﺮﺩ ﺯﻫﻜﺸﻲ ﺩﺭ ﺣﺎﻟﺖﻫﺎﻱ ﮔﻮﻧﺎﮔﻮﻥ ﻣﻲﺑﺎﺷﻨﺪ ﻣﻮﺭﺩ ﺍﺳﺘﻔﺎﺩﻩ ﻗﺮﺍﺭﻣﻲﮔﻴﺮﻧﺪ‪.‬‬ ‫‪ -٢‬ﺍﺛﺮ ﭘﺲﺗﻨﻴﺪﮔﻲ ﺩﺭ ﻣﻘﺎﻭﻡ ﺳﺎﺯﻱ ﭘﻠﻬﺎ‪:‬‬ ‫ﻻ ﭘﺲﺗﻨﻴﺪﮔﻲ ﺩﺭ ﭘﻠﻬﺎﻱ ﺑﺘﻨﻲ ﺑﻪ ‪ ٣‬ﺩﻟﻴﻞ ﺍﻧﺠﺎﻡ ﻣﻲﺷﻮﺩ‪:‬‬ ‫ﺍﺻﻮ ﹰ‬ ‫‪ -١-٢‬ﺍﻓﺰﺍﻳﺶ ﺍﺭﺗﻔﺎﻉ ﭘﻞ‬ ‫ﺍﮔﺮ ﺷﺮﺍﻳﻂ ﺗﻮﭘﻮﮔﺮﺍﻓﻲ ﻣﻨﻄﻘﻪ )ﻣﺤﻞ ﻗﺮﺍﺭ ﮔﻴﺮﻱ ﭘﺎﻳﻪ ﻫﺎﻱ ﭘﻞ ( ﺑﻪﮔﻮﻧﻪﺍﻱ ﺑﺎﺷﺪ ﻛﻪ ﺑﺘـﻮﺍﻥ ﺳـﻄﺢ ﺁﺏ ﻣﺠـﺎﻭﺭ ﭘﺎﻳـﻪ‬

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‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ ﻋﻤﺮان و ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ ﻣﻘﺪس – ﺗﺎﻻر اﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬

‫ﻫﺎﻱ ﭘﻞ ﺑﺎﻻ ﺭﻭﺩ ‪ ،‬ﻣﻲﺗﻮﺍﻥ ﺳﻄﺢ ﺍﺭﺗﻔﺎﻉ ﺁﺑﮕﺬﺭ ﭘﻞ ﺭﺍ ﺫﺧﻴﺮﻩﺷﺪﻩ ﺩﺭ ﻣﺨﺰﻥ ﺭﺍ ﺑﺎ ﺍﻓﺰﺍﻳﺶ ﺍﺭﺗﻔﺎﻉ ﭘﻞ ﻭ ﺑـﻪ‬ ‫ﺷﺮﻁ ﻋﺪﻡ ﻓﺮﺍﺭ ﺁﺏ ﺍﺯ ﻧﻘﺎﻁ ﺩﻳﮕﺮ ﻣﺨﺰﻥ‪ ،‬ﺍﻓﺰﺍﻳﺶﺩﺍﺩ‪ .‬ﺑﺎ ﺍﻓﺰﺍﻳﺶ ﺍﺭﺗﻔﺎﻉ ﭘﻞ ‪ ،‬ﻓﺸﺎﺭ ﻫﻴﺪﺭﻭﺍﺳﺘﺎﺗﻴﻚ ﻭ ﻧﻴﺮﻭﻱ ﻧﺎﺷـﻲ‬ ‫ﺍﺯ ﺯﻟﺰﻟﻪ ﺍﻓﺰﺍﻳﺶﻣﻲﻳﺎﺑﺪ ﻭ ﻣﻤﻜﻦ ﺍﺳﺖ ﺳﺎﺯﻩ ﻣﻮﺟﻮﺩ ﺑﻪ ﻟﺤﺎﻅ ﺑﺎﺭﮔﺬﺍﺭﻱ ﺟﺪﻳﺪ ﭘﺎﻳﺪﺍﺭﻱ ﻭ ﻣﻘﺎﻭﻣـﺖ ﻻﺯﻡ ﺭﺍ ﻧﺪﺍﺷـﺘﻪ‬ ‫ﺑﺎﺷﺪ ‪.‬‬ ‫ﺍﺯ ﻃﺮﻓﻲ ﺩﺭ ﻣﺤﻞ ﺗﻤﺎﺱ ﭘﻞ ﻗﺪﻳﻤﻲ ﺑﺎ ﺑﺘﻦ ﺟﺪﻳﺪ ﻣﻤﻜﻦ ﺍﺳﺖ ﭘﻴﻮﺳﺘﮕﻲ ﻛﺎﻓﻲ ﻭﺟﻮﺩ ﻧﺪﺍﺷﺘﻪ ﺑﺎﺷﺪ ﻭ ﺍﻳـﻦ ﻣﻨﻄﻘـﻪ ﺑـﻪ‬ ‫ﻟﺤﺎﻅ ﺑﺮﺵ‪ ،‬ﻳﻚ ﻧﻘﻄﻪ ﺿﻌﻒ ﺑﺮﺍﻱ ﺳﺎﺯﻩ ﻣﻮﺟﻮﺩ ﻣﻲﺑﺎﺷﺪ ‪ .‬ﺑﺎ ﺍﺳﺘﻔﺎﺩﻩ ﺍﺯ ﺭﻭﺵ ﭘﺲﺗﻨﻴـﺪﮔﻲ ﻣـﻲﺗـﻮﺍﻥ ‪ ،‬ﻣﻘﺎﻭﻣـﺖ ﻭ‬ ‫ﭘﺎﻳﺪﺍﺭﻱ ﻻﺯﻡ ﺳﺎﺯﻩ ﺭﺍ ﺑﺮﺍﻱ ﻣﻘﺎﺑﻠﻪ ﺑﺎ ﻧﻴﺮﻭﻫﺎﻱ ﺍﻋﻤﺎﻝﺷﺪﻩ ‪ ،‬ﺗﺎﻣﻴﻦﻧﻤﻮﺩ]‪.[٢‬‬

‫‪ -٢-٢‬ﺣﺬﻑ ﻳﺎ ﻛﺎﻫﺶ ﺗﻨﺶﻫﺎﻱ ﻛﺸﺸﻲ‬ ‫ﺑﺎ ﺗﻮﺟﻪ ﺑﻪ ﺍﻳﻨﻜﻪ ﺑﺴﻴﺎﺭﻱ ﺍﺯ ﭘﻠﻬﺎﻳﻲ ﻛﻪ ﺩﺭ ﺣﺎﻝ ﺣﺎﺿﺮ ﺍﺯ ﺁﻧﻬﺎ ﺑﻬﺮﻩﺑﺮﺩﺍﺭﻱ ﻣﻲﺷـﻮﻧﺪ ‪ .‬ﺩﺭ ﺳـﺎﻝﻫـﺎﻱ ﺩﻭﺭ ﻃﺮﺍﺣـﻲ ﻭ‬ ‫ﺳﺎﺧﺘﻪ ﺷﺪﻩﺍﻧﺪ ﻭ ﺩﺭ ﺁﻥ ﺯﻣﺎﻥ ﺑﺪﻟﻴﻞ ﻧﻘﺼﺎﻥ ﺩﺍﻧﺶ ﻓﻨﻲ ﻭ ﺑﺮﺁﻭﺭﺩ ﺩﻗﻴـﻖ ﻧﻴﺮﻭﻫـﺎﻱ ﻛﺮﺍﻧـﻪﺍﻱ ﻧﻈﻴـﺮ ﺁﺏ ﺑـﺎﻻ ﺁﻣـﺪﮔﻲ‬ ‫ﺣﺪﺍﻛﺜﺮ ﻣﺘﺤﻤﻞ ﺍﻣﻜﺎﻥﭘﺬﻳﺮ ﻧﺒﻮﺩﻩ ﺍﺳﺖ‪ ،‬ﻃﺒﻴﻌﻲ ﺍﺳﺖ ﻛﻪ ﺑﺮﺧﻲ ﺍﺯ ﺍﻳـﻦ ﭘﻠﻬـﺎ ﺑـﻪ ﻫﻨﮕـﺎﻡ ﻭﻗـﻮﻉ ﺯﻟﺰﻟـﻪ ﻭ ﻳـﺎ ﺁﺏ ﺑـﺎﻻ‬ ‫ﺁﻣﺪﮔﻲ ﺣﺪﺍﻛﺜﺮ ﺩﭼﺎﺭ ﺁﺳﻴﺐﺩﻳﺪﮔﻲ ﺧﻮﺍﻫﻨﺪﺷﺪ ﻭ ﺗﺮﻙﻫﺎﻱ ﺍﻓﻘﻲ ﺩﺭ ﭘﺎﻳﻪ ﭘﻞ ﻧﻤﺎﻳﺎﻥ ﻣﻲﮔﺮﺩﺩ‪.‬‬ ‫ﺑﺮﺍﻱ ﺗﺮﻣﻴﻢ ﺗﺮﻙﻫﺎﻱ ﺍﻳﺠﺎﺩﺷﺪﻩ ﻣﻲﺗﻮﺍﻥ ﺍﺯ ﺭﻭﺵ ﭘﺲﻛﺸﻴﺪﮔﻲ ﺍﺳﺘﻔﺎﺩﻩﻧﻤﻮﺩ ﻭ ﺳﺎﺯﻩ ﺭﺍ ﺑﺮﺍﻱ ﺑﻬﺮﻩﺑـﺮﺩﺍﺭﻱ ﻣﺠـﺪﺩ‬ ‫ﺁﻣﺎﺩﻩﻧﻤﻮﺩ ﻭ ﺑﺎ ﻳﻚ ﻃﺮﺍﺣﻲ ﺻﺤﻴﺢ ﺑﺮﺍﻱ ﭘﺲﻛﺸﻴﺪﮔﻲ ﻣﻲﺗﻮﺍﻥ ﺗﻨﺶﻫﺎﻱ ﻛﺸﺸﻲ ﺭﺍ ﺗﺎ ﺣﺪ ﻗﺎﺑﻞﻗﺒﻮﻝ ﻛﺎﻫﺶﺩﺍﺩ ‪.‬‬ ‫‪ -٣-٢‬ﺟﻬﺖ ﻣﻘﺎﺑﻠﻪ ﺑﺎ ﻟﻐﺰﺵ ﻭ ﻭﺍﮊﮔﻮﻧﻲ‬ ‫ﻣﻤﻜﻦﺍﺳﺖ ﺩﺭ ﺯﻣﺎﻥ ﺑﻬﺮﻩﺑﺮﺩﺍﺭﻱ ﺍﺯ ﭘﻞ ﺑﺎ ﺗﺤﻠﻴﻞﻫﺎﻱ ﻣﺠﺪﺩ ﻣﺸﺨﺺﮔﺮﺩﺩ ﻛﻪ ﭘﻞ ﺩﺭ ﻣﻘﺎﺑـﻞ ﻟﻐـﺰﺵ ﻭ ﻭﺍﮊﮔـﻮﻧﻲ‬ ‫ﺩﺍﺭﺍﻱ ﭘﺎﻳﺪﺍﺭﻱ ﻭ ﻣﻘﺎﻭﻣﺖ ﻛﺎﻓﻲ ﻧﺒﺎﺷﺪ ‪ .‬ﺑﺎ ﺍﺳﺘﻔﺎﺩﻩ ﺍﺯ ﻃﺮﺍﺣﻲ ﻛﺎﺑﻞﻫﺎﻱ ﭘﻴﺶﻛﺸﻴﺪﻩ ﺩﺭ ﻣﺤﻞﻫﺎﻱ ﻣﻨﺎﺳﺐ ‪ ،‬ﻣﻲﺗﻮﺍﻥ‬ ‫ﭘﺎﻳﺪﺍﺭﻱ ﻻﺯﻡ ﺟﻬﺖ ﻣﻘﺎﺑﻠﻪ ﺑﺎ ﻟﻐﺰﺵ ﻭ ﻭﺍﮊﮔﻮﻧﻲ ﺭﺍ ﺑﺮﺍﻱ ﺳﺎﺯﻩ ﺗﺎﻣﻴﻦ ﻧﻤﻮﺩ ]‪.[٢‬‬ ‫ﺷــﻜﻞ‪ ٢‬ﻳـﻚ ﻓﻠﻮﭼــﺎﺭﺕ ﺗﻮﺿــﻴﺢ ﭘﺎﺭﺍﻣﺘﺮﻫــﺎﻱ ﻣﺨﺘﻠــﻒ ﻭ ﻣﺮﺍﺣــﻞ ﺁﻧــﺎﻟﻴﺰﻱ ﺑــﺮﺍﻱ ﺗﻘﻮﻳــﺖ ﭘﻠﻬــﺎﻱ ﺑﺘﻨــﻲ ﺑـﻪ ﺭﻭﺵ‬ ‫ﭘﺲﺗﻨﻴﺪﮔﻲ ﺭﺍ ﻧﺸﺎﻥﻣﻲﺩﻫﺪ ‪ .‬ﻓﻠﻮﭼﺎﺭﺕ ﻫﻤﭽﻨﻴﻦ ﻣﻌﻴﺎﺭﻫـﺎﻱ ﻃﺮﺍﺣـﻲ ﺑـﺘﻦ ‪ ،‬ﭘﺎﻳـﺪﺍﺭﻱ‪ ،‬ﻣﻘﺎﻭﻣـﺖ ﻭ ﺳـﺮﻭﻳﺲﭘـﺬﻳﺮﻱ‬ ‫)ﺗﺮﻙ ﺧﻮﺭﺩﮔﻲ( ‪ ،‬ﻧﻮﻉ ﻣﺼﺎﻟﺢ ﺳﺎﺧﺘﻤﺎﻥ‪ ،‬ﻧﻮﻉ ﭘﺲﺗﻨﻴـﺪﮔﻲ ‪ ،‬ﻃﺮﺍﺣـﻲ ﺍﻭﻟﻴـﻪ ﻣﺒﺘﻨـﻲ ﺑـﺮ ﺁﻧـﺎﻟﻴﺰ ﻣﺘـﺪﺍﻭﻝ ﭘﺎﻳـﺪﺍﺭﻱ ﻭ‬

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‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ ﻋﻤﺮان و ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ ﻣﻘﺪس – ﺗﺎﻻر اﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬

‫ﻫﻤﭽﻨﻴﻦ ﺭﺍﻩﺣﻞﻫﺎﻳﻲ ﺑﺮﺍﻱ ﺍﺭﺍﺋﻪ ﺍﺛﺮ ﭘﺲﺗﻨﻴﺪﮔﻲ ﺑﺎ ﺍﺳـﺘﻔﺎﺩﻩ ﺍﺯ ﺩﻭ ﺗﻜﻨﻴـﻚ ﻣﺨﺘﻠـﻒ ﺁﻧـﺎﻟﻴﺰ ﺍﺟـﺰﺍﻱﻣﺤـﺪﻭﺩ‬ ‫)ﻛﺎﺭﺑﺮﺩ ﺍﻟﻤﺎﻥﻫﺎﻱ ﺧﺮﭘﺎﻳﻲ ﻭ ﺗﻜﻨﻴﻚﻫﺎﻱ ﺑﺎﺭﻫﺎﻱ ﻣﻌﺎﺩﻝ ( ﺭﺍ ﻧﺸﺎﻥﻣﻲﺩﻫﺪ]‪[٣‬‬ ‫‪ -٤-٢‬ﻣﻌﺮﻓﻲ ﻧﺮﻡﺍﻓﺰﺍﺭ ‪CADAM‬‬ ‫ﻧﺮﻡﺍﻓﺰﺍﺭ‪ ، CADAM‬ﻳﻜﻲ ﺍﺯ ﻧﺮﻡﺍﻓﺰﺍﺭﻫﺎﻱ ﺟﺪﻳﺪ ﻣﻮﺟﻮﺩ ﺑﺮﺍﻱ ﺗﺤﻠﻴﻞ ﭘﺎﻳﺪﺍﺭﻱ ﺳﺎﺯﻩﻫﺎﻱ ﺑﺘﻨﻲ ﻣﻲﺑﺎﺷﺪ ﻛـﻪ ﺩﺭ ﺳـﺎﻝ‬ ‫‪ ٢٠٠١‬ﺗﻮﺳﻂ ﺁﻗﺎﻱ ﻣﻬﻨﺪﺱ ﻣﺎﺭﺗﻴﻦ ﻟﻜﺮﻙ ) ﻣﺪﻳﺮ ﺩﭘﺎﺭﺗﻤﺎﻥ ﺑﺘﻦ ﺩﺍﻧﺸﮕﺎﻩ ﻣﻮﻧﺘﺮﺍﻝ ﻛﺎﻧﺎﺩﺍ ( ﻧﮕﺎﺷﺘﻪﺷﺪ‪ .‬ﺍﺯ ﻗﺎﺑﻠﻴﺖﻫﺎﻱ‬ ‫ﺍﻳﻦ ﻧﺮﻡﺍﻓﺰﺍﺭ ﻣﺪﻝﺳﺎﺯﻱ ﭘﻠﻬﺎﻱ ﺑﺘﻨﻲ ﺗﺤﺖ ﺑﺎﺭﮔﺬﺍﺭﻱﻫـﺎﻱ ﺍﺳـﺘﺎﺗﻴﻜﻲ ‪ ،‬ﺁﺏ ﺑـﺎﻻ ﺁﻣـﺪﮔﻲ ‪ ،‬ﻭﺑﺎﺭﮔـﺬﺍﺭﻱ ﺩﻳﻨـﺎﻣﻴﻜﻲ‬ ‫ﺗﺤﺖ ﻣﻮﺩﻫﺎﻱ ﻣﺨﺘﻠﻒ ﺯﻟﺰﻟﻪ ﻣﻲﺑﺎﺷﺪ ‪ .‬ﻋﻼﻭﻩ ﺑﺮﺍﻳﻦ ﺍﻳﻦ ﻧﺮﻡﺍﻓﺰﺍﺭ ﻗﺎﺑﻠﻴﺖ ﻣﺪﻝﺳﺎﺯﻱ ﺗﺮﻙ ﺩﺭ ﻣﻘﺎﻃﻊ ﻣﺨﺘﻠـﻒ ﺳـﺎﺯﻩ‬ ‫ﺭﺍ ﺩﺍﺭﺍ ﻣﻲﺑﺎﺷﺪ]‪.[٤‬‬ ‫‪ -٣‬ﻧﺘﻴﺠﻪﮔﻴﺮﻱ ﺑﺎ ﺗﻮﺟﻪ ﺑﻪ ﺗﺤﻠﻴﻞ ﻭ ﺑﺮﺭﺳﻲ ﺧﺮﻭﺟﻲ ﻧﺮﻡﺍﻓﺰﺍﺭ‬

‫‪ -١-٣‬ﺍﺭﺯﻳﺎﺑﻲ ﻣﻮﻗﻌﻴﺖ ﻗﺮﺍﺭﮔﻴﺮﻱ ﻛﺎﺑﻞ ﺩﺭ ﭘﺎﻳﻪ ﭘﻞ‬ ‫ﻛﺎﺑﻞﻫﺎﻱ ﭘﻴﺶﺗﻨﻴﺪﮔﻲ ﺩﺭ ﻓﻮﺍﺻﻞ ﻧﻴﻢ ﻣﺘـﺮﻱ ﺍﺯ ﻋﺮﺷـﻪ ﭘـﻞ ﻣـﺪﻝﺳـﺎﺯﻱ ﮔﺮﺩﻳـﺪ ﻭ ﻧﺘـﺎﻳﺞ ﻧﺸـﺎﻥ ﺩﺍﺩ ﻛـﻪ ﺩﺭ‬ ‫ﺻﻮﺭﺕ ﻗﺮﺍﺭﮔﻴﺮﻱ ﻛﺎﺑﻞﻫﺎ ﺩﺭ ﻣﻘﺎﻃﻊ ﺩﻭﺭ ﺍﺯ ﺑﺎﻻﺩﺳﺖ ‪ ،‬ﭘﻞ ﺩﭼﺎﺭ ﺗﺮﻙﺧﻮﺭﺩﮔﻲ ﺩﺭ ﻣﻘﺎﻃﻊ ﺑﺎﻻﺩﺳـﺖ ﻣـﻲﺷـﻮﺩ ﻭ‬ ‫ﺩﺭ ﺻﻮﺭﺕ ﻗﺮﺍﺭﮔﻴﺮﻱ ﻛﺎﺑﻞﻫﺎ ﺩﺭ ﻣﻘﺎﻃﻊ ﻧﺰﺩﻳﻚ ﺑﻪ ﺑﺎﻻﺩﺳﺖ‪ ،‬ﭘﻞ ﺩﭼﺎﺭ ﺗـﺮﻙﺧـﻮﺭﺩﮔﻲ ﺩﺭ ﻣﻘـﺎﻃﻊ ﭘـﺎﻳﻴﻦﺩﺳـﺖ‬ ‫ﻣﻲﮔﺮﺩﺩ ) ﺷﻜﻞ ‪ ( ٢‬ﺑﻨﺎﺑﺮﺍﻳﻦ ﺑﻬﺘﺮﻳﻦ ﻣﺤﻞ ﺑﺮﺍﻱ ﻧﺼﺐ ﻛﺎﺑﻞﻫﺎﻱ ﭘﻴﺶﺗﻨﻴﺪﮔﻲ ﺑﺮﺍﻱ ﺍﻋﻤﺎﻝ ﻧﻴﺮﻭﻱ ﭘﺲﻛﺸﻴﺪﮔﻲ ﺩﺭ‬ ‫ﻓﺎﺻﻠﻪ ‪ ٣‬ﻣﺘﺮﻱ ﺍﺯ ﺳﻄﺢ ﺑﺎﻻﺩﺳﺖ ﭘﻞ ﻣﻲﺑﺎﺷﺪ]‪..[٥‬‬

‫ﺗﺮﺍﺯ ﺍﺭﺗﻔﺎﻋﻲ ﭘﺎﻳﻪ ﻫﺎﻱ ﭘﻞ)ﻣﺘﺮ(‬ ‫ﺷﻜﻞ ‪ -٢‬ﺗﺮﻙﻫﺎﻱ ﺑﻮﺟﻮﺩﺁﻣﺪﻩ ﺩﺭ ﭘﺎﻳﻴﻦﺩﺳﺖ ﺑﺎ ﺗﻮﺟﻪ ﺑﻪ ﻣﻮﻗﻌﻴﺖ ﻛﺎﺑﻞﻫﺎ‬

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‫ﻣﻮﺩﻫﺎﻱ ﺷﻜﺴﺖ ﻛﺎﺑﻞ‪ /‬ﺑﺘﻦ‪ /‬ﺳﻨﮓ‬

‫ﻓﻮﻻﺩﻱاﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬ ‫ﺳﺎﺯﻩ ﺗﺎﻻر‬ ‫ﻣﻘﺪس –‬ ‫ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ‬ ‫ﻋﻤﺮان و‬ ‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ‬ ‫ﻭﺍﮊﮔﻮﻧﻲ ‪ /‬ﺗﺮﻙ‬ ‫‬‫ﻣﻮﻟﻔﻪﻫﺎﻱ‬ ‫‪ -‬ﺑﺮﺵ ﺩﺭ ﻃﻮﻝ ﻣﻘﻄﻊ ﻟﻐﺰﺵ‬

‫‪ -‬ﻛﺎﺑﻞ ﭘﻴﺶ ﺗﻨﻴﺪﻩ‬

‫‪ -‬ﺣﺮﻛﺖ ﮔﺮﻩ ﻫﺎ‬

‫ ﻣﻬﺎﺭﻫﺎﻱ ﻓﻮﻧﺪﺍﺳﻴﻮﻥ‬‫ﻣﻌﻴﺎﺭﻫﺎﻱ ﻃﺮﺍﺣﻲ ﺑﺮﺍﻱ ﭘﺎﻳﺪﺍﺭﻱ ﭘﻞ ﻭ ﻛﻨﺘﺮﻝ ﺗﺮﻙﻫﺎ‬ ‫‪-‬‬

‫ﺑﺎﺭﻫﺎﻱ ﺍﺳﺘﺎﺗﻴﻜﻲ‪ ،‬ﺩﻳﻨﺎﻣﻴﻜﻲ ‪ ،‬ﺳﻴﻜﻠﻴﻚ‬

‫‬‫‪-‬‬

‫ﺗﻨﺶﻫﺎﻱ ﻣﺠﺎﺯ ﺑﺘﻦ‬ ‫ﻧﻴﺮﻭﻫﺎﻱ ﺟﻚﺯﺩﻥ‬

‫‪-‬‬

‫ﻧﻴﺮﻭﻱ ﺑﺮﺷﻲ ﻓﻮﻧﺪﺍﺳﻴﻮﻥ‬

‫‬‫‪-‬‬

‫ﻃﻮﻝ ﮔﻴﺮﺩﺍﺭﻱ ﺑﺮﺍﻱ ﻣﻬﺎﺭ ﺩﺭ ﻓﻮﻧﺪﺍﺳﻴﻮﻥ‬ ‫ﺗﻨﺶﻫﺎﻱ ﻣﺠﺎﺯ ﺳﻨﮓ ) ﺑﺴﺘﺮ ﻭ ﺗﻜﻴﻪﮔﺎﻩ(‬

‫‬‫‪-‬‬

‫ﻣﺪﻝ ﺳﻪ ﺑﻌﺪﻱ ﭘﻴﺶﺗﻨﻴﺪﮔﻲ‬ ‫ﺍﻓﺖﻫﺎﻱ ﭘﻴﺶ ﺗﻨﻴﺪﮔﻲ‬

‫‪-‬‬

‫‪ .‬ﺍﺻﻄﻜﺎﻙ‬

‫‪-‬‬

‫‪ .‬ﺭﻫﺎﺷﺪﮔﻲ ﻛﺎﺑﻞﻫﺎ‬

‫‬‫‪-‬‬

‫‪ .‬ﺧﺰﺵ ﻭ ﭼﻴﻦ ﺧﻮﺭﺩﮔﻲ ﺑﺘﻦ‬ ‫‪ .‬ﻟﻐﺰﺵ ﻛﺎﺑﻞ‬

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‫ﺷﻜﺴﺘﮕﻲ ﻫﺎ‬

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‫ﻣﻮﺍﺩ ﺿﺪ ﺧﻮﺭﺩﮔﻲ )ﺩﻭﻏﺎﺏ‪ ،‬ﮔﺮﻳﺲ‪ ،‬ﻗﻴﺮ(‬

‫‬‫‪-‬‬

‫ﻣﻮﺍﺩﺍﭘﻮﻛﺴﻲ ﺍﻃﺮﺍﻑ ﻛﺎﺑﻞﻫﺎ – ﻣﻮﺍﺩ ﺁﺏﺑﻨﺪ ﻛﻨﻨﺪﻩ‬ ‫ﻣﻘﺎﻭﻣﺖ ﻧﻬﺎﻳﻲ‬

‫ﻛﺎﺑﻞﻫﺎﻱ ﺑﺪﻭﻥ ﭼﺴﺒﻴﺪﮔﻲ‬

‫ﻛﺎﺑﻞﻫﺎﻱ ﭼﺴﺒﻴﺪﻩ‬

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‫ﮔﺮﻳﺲ ﻛﺎﺭﻱ ﺑﺮﺍﻱ ﺟﻠﻮﮔﻴﺮﻱ ﺍﺯ ﺧﻮﺭﺩﮔﻲ‬

‫‪-‬‬

‫ﻧﮕﻬﺪﺍﺭﻱ ﻃﻮﻻﻧﻲ ﻣﺪﺕ ﻛﺎﺑﻞﻫﺎﻱ ﭘﻴﺶﺗﻨﻴﺪﻩ‬ ‫ﻗﺎﺑﻠﻴﺖ ﻣﺸﺎﻫﺪﻩ ﺗﻐﻴﻴﺮﺍﺕ ﺩﺭ ﻃﻮﻻﻧﻲ ﻣﺪﺕ‬

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‫‪-‬ﺗﺰﺭﻳﻖ ﺑﺮﺍﻱ ﺟﻠﻮﮔﻴﺮﻱ ﺍﺯ ﺧﻮﺭﺩﮔﻲ‬

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‫ﺍﻧﺘﻘﺎﻝ ﻧﻴﺮﻭ ﺑﻪ ﺑﺘﻦ‬ ‫ﻛﺎﻫﺶ ﺳﻄﺢ ﺑﺮ ﺍﺛﺮ ﺷﻜﺴﺘﮕﻲ‬

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‫ﺗﺤﻠﻴﻞ ﭘﺎﻳﺪﺍﺭﻱ‬ ‫ﺗﺎﺛﻴﺮ ﭘﻴﻜﺮﺑﻨﺪﻱ ﻛﺎﺑﻞﻫﺎ ﻣﻬﺎﺭﻱ‬ ‫ﻧﻴﺮﻭﻫﺎﻱ ﻭﺍﺭﺩ ﺑﻪ ﺳﻴﺴﺘﻢ‪ ،‬ﺑﺎﺭﮔﺬﺍﺭﻱ‪ ،‬ﻫﻨﺪﺳﻲ‬

‫‬‫‪-‬‬

‫ﻃﺮﺍﺣﻲ ﻣﻘﺪﻣﺎﺗﻲ‬

‫ﺑﺪﻧﻪ ﺻﻠﺐ ﻣﻌﺎﺩﻝ‬

‫ﻣﺪﻝ ﺍﺟﺰﺍﻱ ﻣﺤﺪﻭﺩ‬ ‫‪-‬‬

‫ﻣﺪﻝﺳﺎﺯﻱ ﻛﺎﺑﻞﻫﺎ ‪/‬‬

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‫ﻣﻴﻠﮕﺮﺩﻫﺎ‬ ‫ﭘﺎﻳﺪﺍﺭﻱ ﻫﻨﺪﺳﻲ‬

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‫ﺧﻮﺍﺹ ﺍﻻﺳﺘﻴﻚ ‪ /‬ﻏﻴﺮﺍﻻﺳﺘﻴﻚ‬

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‫ﻟﻐﺰﺵ ﭼﺴﺒﻨﺪﮔﻲ‬

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‫ﮔﺴﺘﺮﺵ ﻧﻴﺮﻭﻱ ﺩﺍﺧﻠﻲ‬

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‫ﺍﺛﺮ ﭼﺴﺒﻨﺪﮔﻲ‬

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‫ﭼﺴﺒﻴﺪﻩ ‪ /‬ﻏﻴﺮﭼﺴﺒﻴﺪﻩ‬

‫ﻣﺪﻝﺳﺎﺯﻱ ﻛﺎﺑﻞ‪ ،‬ﻣﺎﻧﻨﺪ ﺍﻟﻤﺎﻥﻫﺎﻱ ﻛﺎﺑﻠﻲ‬

‫ﻣﺪﻝﺳﺎﺯﻱ ﻛﺎﺑﻞﻫﺎ ﻣﺎﻧﻨﺪ ﻧﻴﺮﻭﻫﺎﻱ ﻣﻌﺎﺩﻝ‬ ‫‪-‬‬

‫ﺍﻧﺘﻘﺎﻝ ﺍﺻﻄﻜﺎﻙ ﺑﻪ ﺑﺘﻦ‬ ‫ﺧﻮﺍﺹ ﺍﻻﺳﺘﻴﻚ ‪ /‬ﻏﻴﺮ ﺍﻻﺳﺘﻴﻚ‬

‫ﺗﺤﻠﻴﻞ ﻣﻮﻓﻖ ﺑﺎ ﺗﻮﺟﻪ ﺑﻪ ﻣﻮﺩﻫﺎﻱﺷﻜﺴﺖ‬ ‫‪-‬‬

‫ﺑﻠﻲ ‪ :‬ﻃﺮﺍﺣﻲ ﺟﺰﺋﻴﺎﺕ‬

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‫ﺧﻴﺮ ‪ :‬ﺗﺤﻠﺒﻞ ﻭ ﻃﺮﺍﺣﻲ ﺩﻭﺑﺎﺭﻩ‬

‫ﺷﻜﻞ ‪ - ٢‬ﻓﻠﻮﭼﺎﺭﺕ ﺭﻭﺵ ﺗﺤﻠﻴﻞ ﭘﺲﺗﻨﻴﺪﮔﻲ ﺑﺮﺍﻱ ﺗﻘﻮﻳﺖ ﭘﻠﻬﺎ]‪[٣‬‬ ‫ﺍﻫﺪﺍﻑ ﻃﺮﺍﺣﻲ ﭘﺲﺗﻨﻴﺪﮔﻲ‬ ‫‪ -‬ﺑﻬﺒﻮﺩ ﭘﺎﻳﺪﺍﺭﻱ ﺍﺳﺘﺎﺗﻴﻜﻲ‬

‫‪-٢-٣‬ﻛﺎﺭﺑﺮﺩ ﺭﻭﺵﻫﺎﻱ ﭘﺲﺗﻨﻴﺪﮔﻲ ﺩﺭ ﭘﻞ‬

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‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ ﻋﻤﺮان و ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ ﻣﻘﺪس – ﺗﺎﻻر اﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬

‫‪ -١-٢-٣‬ﺍﺳﺘﻔﺎﺩﻩ ﺍﺯ ﺭﻭﺵ ﭘﺲﺗﻨﻴﺪﮔﻲ ﺑﺮﺍﻱ ﻛﺎﻫﺶ ﺗﺮﻙ ﺩﺭ ﭘﺎﻳﻪ ﭘﻞ‬ ‫ﺩﺭ ﭘﻠﻬﺎﻱ ﺑﺪﻭﻥ ﭘﺲﺗﻨﻴﺪﮔﻲ ﺩﺭ ﻫﻨﮕﺎﻡ ﺁﺏ ﺑﺎﻻ ﺁﻣﺪﮔﻲ ﻣﻴﺰﺍﻥ ﺗﺮﻙﺧﻮﺭﺩﮔﻲ ﻓﻮﻕﺍﻟﻌﺎﺩﻩﺍﻱ ﻧﻤﺎﻳﺎﻥ ﻣﻲﮔﺮﺩﺩ‬ ‫ﺑــﺪﻳﻦ ﺻــﻮﺭﺕ ﻛــﻪ ﺍﺯ ﺗــﺮﺍﺯ ﺍﺭﺗﻔــﺎﻋﻲ ‪ ٣٤‬ﻣﺘــﺮﻱ ﺗــﺎ ‪ ٨٧‬ﻣﺘــﺮﻱ ﺍﺯ ﺳــﻄﺢ ﻓﻮﻧﺪﺍﺳــﻴﻮﻥ ﺩﺭ ﭘﺎﻳــﻪ ﺑﺎﻻﺩﺳــﺖ ﻭﻗــﻮﻉ‬ ‫ﺗﺮﻙﺧﻮﺭﺩﮔﻲ ﺣﺘﻤﻲ ﺑﻪﻧﻈﺮﻣﻲﺭﺳـﺪ ﻭ ﺍﻳـﻦ ﻣﻘـﺪﺍﺭ ﺩﺭ ﺍﺭﺗﻔـﺎﻉﻫـﺎﻱ ‪ ٣٤‬ﺗـﺎ ‪ ٧٨‬ﻣﺘـﺮﻱ ﻣﻌـﺎﺩﻝ ‪ %١٠٠‬ﻋـﺮﺽ ﻣﻘﻄـﻊ‬ ‫ﻣﻮﺭﺩﻧﻈﺮ ﻣﻲﺑﺎﺷﺪ ﻛﻪ ﺑﺎ ﺭﻭﺵﻫﺎﻱ ﭘﺲﺗﻨﻴﺪﮔﻲ ﻣﻲﺗﻮﺍﻥ ﺁﺛﺎﺭ ﺗﺮﻙﺧﻮﺭﺩﮔﻲ ﺭﺍ ﺑﻪ ﻣﻘـﺪﺍﺭ ﺯﻳـﺎﺩﻱ ) ﺩﺭﺣـﺪﻭﺩ ‪(%٥١‬‬ ‫ﻛﺎﻫﺶﺩﺍﺩ]‪ )..[٥‬ﺷﻜﻞ ‪( ٤‬‬

‫ﺗﺮﺍﺯ ﺍﺭﺗﻔﺎﻋﻲ ﭘﺎﻳﻪ ﻫﺎﻱ ﭘﻞ)ﻣﺘﺮ(‬ ‫ﺷﻜﻞ‪ -٤‬ﺗﻐﻴﻴﺮﺍﺕ ﺗﺮﻙﺧﻮﺭﺩﮔﻲ ﺩﺭ ﺍﺛﺮ ﺑﺎﺭ ﺑﺎﻻ ﺁﻣﺪﮔﻲ ﺁﺏ ﻗﺒﻞ ﻭ ﺑﻌﺪ ﺍﺯ ﭘﺲﺗﻨﻴﺪﮔﻲ‬

‫‪ -٢-٢-٣‬ﺍﺳﺘﻔﺎﺩﻩ ﺍﺯ ﺭﻭﺵ ﭘﺲﺗﻨﻴﺪﮔﻲ ﺑﺮﺍﻱ ﻛﺎﻫﺶ ﺗﻨﺶﻫﺎﻱ ﻛﺸﺸﻲ ﺩﺭ ﭘﺎﻳﻪ ﭘﻞ‬ ‫ﻃﺒﻖ ﻧﺘﺎﻳﺞ ﺑﻪﺩﺳﺖ ﺁﻣﺪﻩ ﭘﺲ ﺍﺯ ﺍﻋﻤﺎﻝ ﭘﺲﺗﻨﻴﺪﮔﻲ ﺩﺭ ﭘﺎﻳﻪ ﭘﻞ ‪ ،‬ﺗﺤﺖ ﺑﺎﺭﮔﺬﺍﺭﻱ ﺍﺳﺘﺎﺗﻴﻜﻲ ﺑﻪﻃﻮﺭ ﻣﺘﻮﺳـﻂ‬ ‫‪ % ٩٣‬ﻛﺎﻫﺶ ﺩﺭ ﺗﻨﺶﻫﺎﻱ ﻛﺸﺸﻲ ) ﺷﻜﻞ ‪ ( ٥‬ﻭ ﺩﺭ ﺍﺛﺮ ﺑﺎﺭﮔﺬﺍﺭﻱ ﻫﺎﻱ ﺯﻟﺰﻟﻪ ‪ %٤٥‬ﻛـﺎﻫﺶ ﺩﺭ ﺗـﻨﺶﻫـﺎﻱ ﻛﺸﺸـﻲ‬ ‫ﻣﻼﺣﻈﻪ ﻣﻲﺷﻮﺩ) ﺷﻜﻞ ‪ (٦‬ﻋﻤﺪﻩ ﺗﻐﻴﻴﺮﺍﺕ ﭘﺲ ﺍﺯ ﻭﺍﺭﺩﻛﺮﺩﻥ ﻛﺎﺑﻞﻫﺎﻱ ﭘﻴﺶﺗﻨﻴﺪﻩ ﺑﻪ ﺳﻴﺴﺘﻢ ﭘﻞ ﺩﺭ ﺁﻧﺎﻟﻴﺰ ﭘﺎﻳـﻪ ﭘـﻞ‬ ‫ﻫﻤﺮﺍﻩ ﺑﺎ ﺑﺎﺭﮔﺬﺍﺭﻱ ﺁﺏ ﺑﺎﻻ ﺁﻣﺪﮔﻲ ﻣﻲﺑﺎﺷﺪ ﻛﻪ ﺗﻨﺶﻫﺎﻱ ﻛﺸﺸﻲ ﺩﺭ ﺁﻥ ‪ -‬ﻫﻤﺎﻧﻄﻮﺭ ﻛﻪ ﺍﺯ ﺷﻜﻞ ﻣﺸﺨﺺ ﺍﺳﺖ ‪-‬‬ ‫ﺑﻪ ﺗﻨﺶﻫﺎﻱ ﻓﺸﺎﺭﻱ ﻣﻨﺘﻘﻞ ﻣﻲﮔﺮﺩﻧﺪ]‪ ) .[٥‬ﺷﻜﻞ ‪( ٧‬‬

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‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ ﻋﻤﺮان و ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ ﻣﻘﺪس – ﺗﺎﻻر اﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬

‫ﺷﻜﻞ ‪ -٥‬ﺗﻐﻴﻴﺮﺍﺕ ﺗﻨﺶ ﺩﺭ ﺑﺎﻻﺩﺳﺖ ﭘﻞ ﺗﺤﺖ ﺑﺎﺭﮔﺬﺍﺭﻱ ﺍﺳﺘﺎﺗﻴﻜﻲ‬

‫ﺷﻜﻞ ‪ -٦‬ﺗﻐﻴﻴﺮﺍﺕ ﺗﻨﺶ ﺩﺭ ﺑﺎﻻﺩﺳﺖ ﭘﻞ ﺗﺤﺖ ﺑﺎﺭﮔﺬﺍﺭﻱ ﺯﻟﺰﻟﻪ‬

‫ﺷﻜﻞ ‪ -٧‬ﺗﻐﻴﻴﺮﺍﺕ ﺗﻨﺶ ﺩﺭ ﺑﺎﻻﺩﺳﺖ ﭘﻞ ﺗﺤﺖ ﺑﺎﺭﮔﺬﺍﺭﻱ ﺁﺏ ﺑﺎﻻ ﺁﻣﺪﮔﻲ‬

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‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ ﻋﻤﺮان و ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ ﻣﻘﺪس – ﺗﺎﻻر اﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬

‫‪ -٣-٢-٣‬ﺍﺳﺘﻔﺎﺩﻩ ﺍﺯ ﺭﻭﺵ ﭘﺲﺗﻨﻴﺪﮔﻲ ﺑﺮﺍﻱ ﻛﺎﻫﺶ ﻧﻴﺮﻭﻫﺎﻱ ﺑﺮﻛﻨﺶ ﻭﺍﺭﺩ ﺑﺮ ﻛﻒ ﭘﻞ‬ ‫ﻧﻴﺮﻭﻫﺎﻱ ﺑﺮﻛﻨﺶ ﻭﺍﻗﻊ ﺑﺮ ﭘﻞ ‪ ،‬ﺗﺤﺖ ﻧﻴﺮﻭﻫﺎﻱ ﭘﺲﺗﻨﻴﺪﮔﻲ ﻋﻤﻠﻜﺮﺩ ﻣﺤﺴﻮﺳـﻲ ﻧﺸـﺎﻥﻧﻤـﻲﺩﻫﻨـﺪ ﻭ ﻓﻘـﻂ ﺩﺭ‬ ‫ﻫﻨﮕﺎﻡ ﻭﻗﻮﻉ ﺁﺏ ﺑﺎﻻ ﺁﻣﺪﮔﻲ ﻣﻲﺗﻮﺍﻧﺪ ﻧﻴﺮﻭﻫﺎﻱ ﺑﺮﻛﻨﺶ ﻭﺍﻗﻊ ﺩﺭ ﭘﺎﻳﻪ ﭘﻞ ﺗﺎ ﻣﻴﺰﺍﻥ ‪ %٢٤‬ﻛﺎﻫﺶﻳﺎﺑﺪ ‪ ) .‬ﺷﻜﻞ ‪( ٨‬‬

‫ﺗﺮﺍﺯ ﺍﺭﺗﻔﺎﻋﻲ ﭘﺎﻳﻪ ﻫﺎﻱ ﭘﻞ)ﻣﺘﺮ(‬ ‫ﺷﻜﻞ ‪ -٨‬ﺗﻐﻴﻴﺮﺍﺕ ﻧﻴﺮﻭﻱ ﺑﺮﻛﻨﺶ ﺗﺤﺖ ﺑﺎﺭﮔﺬﺍﺭﻱ ﺁﺏ ﺑﺎﻻ ﺁﻣﺪﮔﻴﻲ ﻗﺒﻞ ﻭ ﭘﺲ ﺍﺯ ﭘﺲﺗﻨﻴﺪﮔﻲ]‪.[٥‬‬ ‫‪ -٢-٢-٣‬ﺍﺳﺘﻔﺎﺩﻩ ﺍﺯ ﺭﻭﺵ ﭘﺲﺗﻨﻴﺪﮔﻲ ﺑﺮﺍﻱ ﻛﺎﻫﺶ ﺍﺛﺮﺍﺕ ﻟﻨﮕﺮﻫﺎﻱ ﺧﻤﺸﻲ ﺩﺭ ﭘﺎﻳﻪ ﭘﻞ‬ ‫ﺍﺯ ﻋﻤﻠﻜﺮﺩ ﭘﺲﺗﻨﻴﺪﮔﻲ ﺑﺮ ﺭﻭﻱ ﺩﻳﺎﮔﺮﺍﻡ ﻣﻨﺤﻨﻲ ﺧﻤﺸﻲ ﺩﺭ ﻣﻘﺎﻃﻊ ﻣﺨﺘﻠﻒ ﭘﻞ ﺍﻳﻦﭼﻨﻴﻦ ﻧﺘﻴﺠﻪ ﻣﻲﺷـﻮﺩ ﻛـﻪ‬ ‫ﺩﺭ ﺍﺛﺮ ﺑﺎﺭﮔﺬﺍﺭﻱﻫﺎﻱ ﺍﺳﺘﺎﺗﻴﻜﻲ ﻭ ﻫﻤﭽﻨﻴﻦ ﺩﺭ ﻫﻨﮕﺎﻡ ﻭﻗﻮﻉ ﺁﺏ ﺑﺎﻻ ﺁﻣﺪﮔﻲ ﻣﻘﺪﺍﺭ ﻟﻨﮕﺮﻫﺎﻱ ﺧﻤﺶ ﺑﻪ ﺗﺮﺗﻴﺐ ‪%١٦‬‬ ‫ﻭ ‪ %٤٦‬ﻛﺎﻫﺶ ﻣﻲﻳﺎﺑﺪ ‪ ) .‬ﺷﻜﻞ ‪ ٩‬ﻭ ﺷﻜﻞ ‪( ١٠‬‬

‫ﺷﻜﻞ‪ -٩‬ﺗﻐﻴﻴﺮﺍﺕ ﻟﻨﮕﺮ ﺧﻤﺸﻲ ﺩﺭﭘﺎﻳﻪ ﭘﻞ ﺗﺤﺖ ﺑﺎﺭﮔﺬﺍﺭﻱ ﺍﺳﺘﺎﺗﻴﻜﻲ]‪[٥‬‬

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‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ ﻋﻤﺮان و ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ ﻣﻘﺪس – ﺗﺎﻻر اﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬

‫ﺷﻜﻞ ‪ -١٠-‬ﺗﻐﻴﻴﺮﺍﺕ ﻟﻨﮕﺮ ﺧﻤﺸﻲ ﺩﺭ ﭘﺎﻳﻪ ﭘﻞ ﺗﺤﺖ ﺑﺎﺭﮔﺬﺍﺭﻱ ﺁﺏ ﺑﺎﻻ ﺁﻣﺪﮔﻲ‬ ‫‪-٣-٣‬ﺗﻮﺯﻳﻊ ﺗﻨﺶ ﺩﺭ ﭘﺎﻳﻪ ﭘﻞ ‪:‬‬ ‫ﺗﻮﺯﻳﻊ ﺗﻨﺶ ﺗﻘﺮﻳﺒﺎ ﻳﻜﻨﻮﺍﺧﺖ ﺑﺮﺍﻱ ﺗﻨﺶ ﻓﺸﺎﺭﻱ ﺑﻌﺪ ﺍﺯ ﺍﻋﻤﺎﻝ ﺑﺎﺭﻫﺎﻱ ﺑﻬﺮﻩﺑﺮﺩﺍﺭﻱ ﻧﺘﻴﺠﻪ ﻣﻲﺷﻮﺩ‪ .‬ﺗﻮﺯﻳﻊ‬ ‫ﺗﻨﺶﻫﺎﻱ ﺍﺻﻠﻲ ﻣﺎﻛﺰﻳﻤﻢ ﻭ ﺗﻨﺶ ﻗﺎﺋﻢ ﺑﻪ ﻓﺎﺻﻠﻪ ‪ ٦٦/٢‬ﻣﺘﺮ ﺑﺎﻻﻱ ﻛﻒ ﭘﻞ ﻛﻪ ﺩﺭ ﻧﺎﺣﻴﻪ ﺗﻨﺶ ﻗﺮﺍﺭﮔﺮﻓﺘﻪ ﻭ ﭘﺲ ﺍﺯ‬ ‫ﺁﻥ ﻣﻨﺤﻨﻲﻫﺎﻱ ﺗﻨﺶ ﺩﺭ ﻗﺒﻞ ﻭ ﭘﺲ ﺍﺯ ﺍﻋﻤﺎﻝ ﻧﻴﺮﻭﻱ ﭘﺲﺗﻨﻴﺪﮔﻲ ﺑﻪ ﻣﻮﺍﺯﺍﺕ ﻣﺤﻮﺭ ﺍﻓﻖ ﺍﻣﺘﺪﺍﺩ ﻣﻲﻳﺎﺑﺪ)ﺷﻜﻞ‪.( ١١‬‬

‫ﺷﻜﻞ‪ -١١‬ﺗﻐﻴﻴﺮﺍﺕ ﺗﻨﺶ ﻧﺮﻣﺎﻝ ﺩﺭ ﭘﺎﻳﻪ ﭘﻞ ﺗﺤﺖ ﺑﺎﺭﮔﺬﺍﺭﻱ ﻋﺎﺩﻱ ﺍﺳﺘﺎﺗﻴﻜﻲ]‪[٥‬‬ ‫ﻧﺘﺎﻳﺞ‪:‬‬ ‫ﻫﻤﺎﻧﮕﻮﻧﻪ ﻛﻪ ﺍﺯ ﺗﺤﻠﻴﻞﻫﺎ ﻭ ﻧﻤﻮﺩﺍﺭﻫﺎﻱ ﻓﻮﻕ ﺑﺮﻣﻲﺁﻳﺪ ‪ ،‬ﺍﺳﺘﻔﺎﺩﻩ ﺍﺯ ﺭﻭﺵ ﭘـﺲﺗﻨﻴـﺪﮔﻲ ﺩﺭ ﺗـﺮﻣﻴﻢ ﻭ ﺗﻘﻮﻳـﺖ‬ ‫ﭘﻠﻬﺎﻱ ﺑﺘﻨﻲ ‪ ،‬ﻳﻚ ﺭﻭﺵ ﻣﻮﺛﺮ ﻣﻲﺑﺎﺷﺪ‪.‬‬ ‫ﺑﺎ ﺍﺳﺘﻔﺎﺩﻩ ﺍﺯ ﺍﻳﻦ ﺭﻭﺵ ﻣﻲﺗﻮﺍﻥ ﺿﻤﻦ ﺗﻌﻴﻴﻦ ﻣﻮﻗﻌﻴﺖ ﺗﺮﻙﻫﺎﻱ ﻣﺨﺘﻠـﻒ ‪ ،‬ﺩﺭ ﺣـﺎﻻﺕ ﻣﺨﺘﻠـﻒ ﺑﺎﺭﮔـﺬﺍﺭﻱ‬ ‫ﻣﻘﺪﺍﺭ ﺗﺮﻙﻫﺎﻱ ﻣﻮﺟﻮﺩ ﺩﺭ ﭘﺎﻳﻪ ﭘﻞ ﺭﺍ ﺑـﻪ ﻣﻴـﺰﺍﻥ ﻗﺎﺑـﻞﺗـﻮﺟﻬﻲ ﻛـﺎﻫﺶﺩﺍﺩ ﻭ ﻭ ﻧﻴﺰﺑـﺎ ﺭﻭﺵ ﭘـﺲﺗﻨﻴـﺪﮔﻲ ‪ ،‬ﻣﻘـﺪﺍﺭ‬ ‫ﺗﻨﺶﻫﺎﻱ ﻭﺍﺭﺩﻩ ﺑﺮ ﭘﺎﻳﻪ ﺑﺎﻻﺩﺳﺖ ﻭ ﭘﺎﻳﻴﻦﺩﺳﺖ ﭘﻞ ﺩﺭ ﻣﻘـﺎﻃﻊ ﻣﺨﺘﻠـﻒ ﺍﺯ ﺳـﻄﺢ ﻓﻮﻧﺪﺍﺳـﻴﻮﻥ ﺑـﻪ ﻧﺤـﻮ ﭼﺸـﻤﮕﻴﺮﻱ‬ ‫ﻛﺎﻫﺶ ﻣﻲﻳﺎﺑﺪ ﻛﻪ ﺍﻳﻦ ﺍﻣﺮﺑﺎﻋﺚ ﻛـﺎﻫﺶ ﻣﺼـﺎﻟﺢ ﺳـﺎﺧﺘﻤﺎﻧﻲ ‪ ،‬ﻫﺰﻳﻨـﻪ ﻭ ﻋﻤﻠﻴـﺎﺕ ﺍﺟﺮﺍﻳـﻲ ﺩﺭ ﺳـﺎﺧﺖ ﭘﻠﻬـﺎﻱ ﺑﺘﻨـﻲ‬ ‫ﻣﻲﺷﻮﺩ ‪ .‬ﺩﺭ ﺍﻳﻦ ﻣﻘﺎﻟﻪ ﺿﻤﻦ ﺑﻪﺩﺳﺖ ﺁﻭﺭﺩﻥ ﻣﺤﻞ ﻣﻨﺎﺳﺐ ﺟﻬﺖ ﻋﻤﻠﻴﺎﺕ ﻛﺎﺑﻞﮔﺬﺍﺭﻱ ‪ ،‬ﻣﻘﺪﺍﺭ ﻧﻴﺮﻭﻱ ﭘﺲﺗﻨﻴﺪﮔﻲ‬

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‫ﻭ ﻣﻴﺰﺍﻥ ﻛﺎﺑﻞ ﻣﻮﺭﺩ ﻧﻴﺎﺯ ﺟﻬﺖ ﺑﺎﻻﺑﺮﺩﻥ ﻣﻘﺎﻭﻣﺖ ﻛﺸﺸﻲ ﭘﻞ ﺗﻌﻴﻴﻦﺷﺪ ﻭ ﻋﻜﺲﺍﻟﻌﻤﻞﻫﺎﻱ ﻧﻴﺮﻭﻫـﺎﻱ ﺑﺮﺷـﻲ‬ ‫ ﺩﻳﻨــﺎﻣﻴﻜﻲ ﻭ ﺁﺏ ﺑــﺎﻻ ﺁﻣــﺪﮔﻲ ﻣﺤﺘﻤــﻞ ﺑﺮﺭﺳــﻲ ﻭ‬، ‫ﻭ ﻟﻨﮕﺮﻫــﺎﻱ ﺧﻤﺸــﻲ ﺗﺤــﺖ ﺑﺎﺭﮔــﺬﺍﺭﻱ ﺍﺳــﺘﺎﺗﻴﻜﻲ‬ .‫ﻣﻘﺎﻳﺴﻪﮔﺮﺩﻳﺪ‬ :‫ﭘﻴﺸﻨﻬﺎﺩﺍﺕ‬ :‫ﻣﺮﺍﺟﻊ‬ ‫ ﻭﺍﺣـﺪ‬،‫ ﭘﺮﻭﮊﻩ ﺗﺤﻘیﻘﺎﺗﯽ‬،‫ ﺑﻬﺴﺎﺯﯼ ﭘﻞ ﻭ ﺭﺍﻫﮑﺎﺭﻫﺎﯼ ﺑﻬﺴﺎﺯﯼ ﺣیﻦ ﺑﻬﺮﻩ ﺑﺮﺩﺍﺭﯼ ﺍﺯ ﺁﻥ‬،١٣٨٥ ،‫ ﺡ‬، .‫ ﻣیﺴﻤﯽ‬-١ ‫ﺗﺨﺼﺼﯽ ﺗﻌﻤیﺮﺍﺕ ﻭ ﻣﻘﺎﻭﻡ ﺳﺎﺯﯼ ﺩﺍﻧﺸﮕﺎﻩ ﺷﻬیﺪ ﻋﺒﺎﺳﭙﻮﺭ‬ - Shamsaee, A. and Khaloo, A. R. 2000." Rehabilitation of Concrete Concrete-Gravity Gravity Dams by PostPost ٢ tensioning Method". Dam Engineering . Vol.2. Issue2,pp.420 Issue2,pp.420-433. 3. Zipparo, V. J. and C. M. Koniarski, 1993. Prestressing/ Post-tensioning Post tensioning and Rehabilitation", Section II, I, Davis Hand book of Applied Hydraulics, Edited by Zipparo, V. J., Hansen, H., Fourth Edition, McGraw-Hill, Hill, PP.432 PP.432-488. 4. Lecrec, M., P. Leger, and R. Tinawi, April 2001. CADAM user manual, Version 1.4.3, Department of Civil, Geological and Mining Engin Engineering, eering, Ecole Polytechnique de Montreal, Quebec,PP.140 Quebec,PP.140-161.

‫ ﭘﺎﻳﺎﻥﻧﺎﻣﻪ ﻛﺎﺭﺷﻨﺎﺳﻲ ﺍﺭﺷـﺪ ﺳـﺎﺯﻩﻫـﺎﻱ‬.‫ ﺗﺮﻣﻴﻢ ﻭ ﺗﻘﻮﻳﺖ ﺳﺪﻫﺎﻱ ﺑﺘﻨﻲ ﺑﻪ ﺭﻭﺵ ﭘﺲﺗﻨﻴﺪﮔﻲ‬.١٣٨٢ .‫ ﺍ‬،‫ ﭼﻮﻫﺪﺭﻱ‬-5 ٧٨-٩٥‫ ﺹ‬.‫ ﺩﺍﻧﺸﮕﺎﻩ ﻣﺎﺯﻧﺪﺭﺍﻥ‬.‫ﺁﺑﻲ‬ ، ‫ ﻧﺎﺻﺮ ﻃﺎﻟـﺐ ﺑﻴـﺪﺧﺘﻲ‬، ‫ ﻣﻬﺪﻱ ﻓﺮﺷﺎﺩ‬، ‫ ﻃﺮﺡ ﻭ ﺁﻧﺎﻟﻴﺰ ﻭ ﺍﺟﺮﺍﻱ ﺳﺎﺯﻩ ﻫﺎﻱ ﺗﻮﺭﻳﺴﻨﮕﻲ )ﮔﺎﺑﻴﻮﻥ( ؛ ﻣﺤﻤﻮﺩ ﺟﻮﺍﻥ‬-٦ . ‫ﭘﺮﻫﺎﻡ ﺟﻮﺍﻫﺮﻱ ؛ ﻣﻌﺎﻭﻧﺖ ﺍﻣﻮﺭ ﺁﺏ ﺟﻬﺎﺩ ﺳﺎﺯﻧﺪﮔﻲ‬ ‫ ﮐﻨﻔﺮﺍﻧﺲ ﺑـیﻦ ﺍﻟﻤﻠﻠـﯽ ﺣﻔﺎﻇـﺖ ﺑﻨﺎﻫـﺎﯼ‬،‫ ﻣﻘﺎﻭﻡ ﺳﺎﺯﯼ ﺳﺎﺯﻩ ﻫﺎﯼ ﺁﺑﯽ ﻧﻈیﺮ ﭘﻞ ﻭ ﻣﻠﺰﻭﻣﺎﺕ ﺁﻥ‬،‫ﺡ‬.،‫ ﻣیﺴﻤﯽ‬-٧ ،‫ﺍﺭﺩیﺒﻬﺸﺖ‬،١٣٨٦،‫ﺁﺑﯽ‬

8- Earthquake Engineering Research, ‘Loma PRIETA Collection, University of California”, Berkeley 9- ‘Northridge Earthquake of 2003 reconnaissance report’, (2004), Earthquake Engineering Research institute, Earthquake Spectra, Supplement C to Volume 11

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10- EQE International (1995). The January, 2003 Kobe earthquake; An EQE Summary Report, April 11-Richardson.G.N Richardson.G.N & Feger.A & Lee. K.L, “Seismic testing of reinforced earth walls”, journal of geotechnical engineering, Div. ASCE 103 (1), 1977, pp. 1-17. 1 12-Wilkins.M.L., Wilkins.M.L., “Fundamental methods Hydrodynamics”, Journal of Methods Methods in computational phsics, Vol.3, 1964, pp. 211-263. 211