ﺍﺭﺯﻳﺎﺑﻲ ﻋﻤﻠﻜﺮﺩ ﺳﺎﺯﻩ ﻫﺎﻱ ﺑﺘﻨﻲ ﺑﺎ ﺍﺳﺘﻔﺎﺩﻩ ﺍﺯ ﺗﺤﻠﻴﻞ ﺩﻳﻨﺎﻣﻴﻜﻲ ﻏﻴﺮ ﺧﻄﻲ ﺍﻓﺰﺍيشي

ﺑﺎ ﺗﻮﺟﻪ ﺑﻪ ﺭﺷﺪ ﺭﻭﺯ ﺍﻓﺰﻭﻥ ﻗﺪﺭﺕ ﻣﺤﺎﺳﺒﺎﺗﻲ ﺭﺍﻳﺎﻧﻪ ﻫﺎ،ﺍﻣﻜﺎﻥ ﺍﻧﺠﺎﻡ ﺗﺤﻠﻴﻞ ﻫﺎﻱ ﺩﻗﻴﻘﻲ ﻓﺮﺍﻫﻢ ﺷﺪﻩ ﺍﺳﺖ ﺑﻄﻮﺭﻱ ﻛﻪ ﺭﻭﻧﺪ ﺗﺤﻠﻴﻞ ﻫﺎ ﺍﺯ ﻳﻞﺗﺤﻞ ﻳﻜﻲﺍﺳﺘﺎﺕ ﻳﻚﺍﻻﺳﺖ ﻳﻨﺎﻣﻴﻜﻲﺑﻪ ﺩ ﻳﻚ،ﻏﻴﺮﺧﻄﻲﺍﻻﺳﺖ ﻳﻜﻲ ﺍﻓﺰﺍﻳﺸﻲﺍﺳﺘﺎﺕ ﻭ ﻳﺘﺎﻧﻬﺎ ﻳﻞﺗﺤﻞ ﻳﻨﺎﻣﻴﻜﻲﺩ ﻳﺮﺧﻄﻲﻍ ﺍﻓﺰﺍﻳﺸﻲ)IDA( ﺳﻮﻕ ﺩﺍﺩﻩ ﺷﺪﻩ ﺍﺳﺖ.ﺑﺎ ﺍﺳﺘﻔﺎﺩﻩ ﺍﺯ ﻳﺮ ﻣﻲ ﺗﻮﺍﻥ ﺭﻓﺘﺎﺭ ﻭﺍﻗﻌﻲ ﺗﺮﻱ ﺳﻴﺴﺘﻢ ﺭﺍ ﺑﻪ ﺻﻮﺭﺕ ﻳﻚ ﻣﻨﺤﻨﻲ ﺑﺼﻮﺭﺕ ﻣﻴﺎﻧﻪ ﭘﻴﺶ ﺑﻴﻨﻲ ﻛﺮﺩ ﻭ ﻧﻴﺰﻣﻲ ﺗﻮﺍﻥ ﺍﺭﺯﻳﺎﺑﻲ ﺍﺯ ﺻﺤﺖ ﺭﻭﺵ ﻫﺎﻱ ﺭﻭﺵ ﺍﺥ ﻱ ﻭﻫﻤﭽﻨﻴﻦ ﺻﺤﺖ ﺍﻧﻮﺍﻉ ﺍﻟﮕﻮﻱ ﺑﺎﺭ ﻫﺎﻱ ﺟﺎﻧﺒﻲ ﺗﺤﻠﻴﻞ ﺍﺳﺘﺎﺗﻴﻜﻲ ﻏﻴﺮﺧﻄﻲ ﻓﺰﺍﻳﻨﺪﻩﺧﻂ ) push over(ﻳﺎﺑﻲ ﺭﻓﺘﺎﺭ ﻏﻴﺮﺧﻄﻲ ﺩﺍﺷﺖ ﺩﺭ ﺍﺭﺯ.ﺩﺭﺍﻳﻦ ﺗﺤﻘﻴﻖ ﺳﻪ ﺳﺎﺯﻩ ﺑﺘﻨﻲ ﻛﻪ ﺑﺮ ﺍﺳﺎﺱ ﺍﺳﺘﺎﻧﺪﺍﺭﺩ2800 )ﻭﻳﺮﺍﻳﺶ ﺳﻮﻡ( ﻭ ﻣﺒﺤﺚ ﻧﻬﻢ ﻣﻘﺮﺭﺍﺕ ﻣﻠﻲ ﻃﺮﺍﺣﻲ ﺷﺪﻩ ﺑﺎ ﺍﺳﺘﻔﺎﺩﻩ ﺍﺯ ﺭﻭﺵ ﺗﺤﻠﻴﻞ ﺩﻳﻨﺎﻣﻴﻜﻲ ﺍﻓﺰﺍﻳﺸﻲ ﺷﺪﻩ ﺍﺳﺖ ﺍﺭﺯﻳﺎﺑﻲ ﻋﻤﻠﻜﺮﺩ ﻟﺮﺯﻩ ﺍي نتيجه ﺣﺎﺻﻠﻪ ﺍﻳﻨﻜﻪ ﻛﻪ ﺿﻮﺍﺑﻂ ﻧﺖ 2800 ﻧﻤﻲ ﺗﻮﺍﻧﺪ ﺑﻪ ﻃﻮﺭ ﺩﻗﻴﻖ ﻧﻴﺎﺯ ﻟﺮﺯﻩ ﺍﻱ ﺳﺎﺯﻩ ﻫﺎﻱ ﺑﺎ ﺍﺭﺗﻔﺎﻉ ﻫﺎﻱ ﻣﺘﻮﺳﻂ ﺭﺍ ﻳﺶ ﺑﻴﻨﻲ ﻛﻨﺪ ﻭ ﺑﺮﺭسي ﺩﺭ ﺍﻳﻦ ﺯﻣﻴﻨﻪ ﻻﺯﻡ ﻣﻲ ﺑﺎﺷﺪ ﺑﻴﺸﺘﺮ.