Title of article :
Seismic Analysis of Double Deck Floating Roofs of Siraf Storage Tanks with Condensate, Light and Heavy Crude Oils
Author/Authors :
Ahmadi, H International College - Shiraz University - Shiraz, Iran , Kadivar, M.H School of Mechanical Engineering - Shiraz University - Shiraz, Iran
Pages :
13
From page :
2319
To page :
2331
Abstract :
Seismic vibration of the double deck floating roof of Siraf storage tanks located in southern Iran has been studied. Condensate of Nar and Kagan gas field in the south of Iran as a very light hydrocarbon, Lavan as light and Soroosh as heavy crude oil content have been chosen. In addition to fluid-structure interaction, intermediate stiffeners, foam seal with nonlinear radial compression behavior and contact friction between the seal and the inner side of the wall are also considered. Under the above conditions, modal and time history analysis have been performed. For time history analysis, Sarpol-e Zahab and Shonbeh earthquakes in Zagros seismotectonic province of Iran and Sakaria as an earthquake near Iran were selected. Dominant natural frequencies, mode shapes of the roof parts and damping ratios of the first and second natural frequencies in addition to overall and spectral behavior of the roof in each liquid case were obtained and discussed. Changing condensate to Soroosh oil made about 17% hydroelastic natural frequency decrement and about 10% damping ratio decrease for the first natural frequency. The results showed that dominant natural frequencies and the relevant damping ratios decrease with moving from light to heavy liquid. The vibration of the roof fundamentally depends on the frequency content of earthquakes to such natural frequencies. Also, a floating roof in heavier liquid is more vulnerable to vibration according to the scaling method and steady-state amplitude.
Farsi abstract :
ارﺗﻌﺎش ﻟﺮزهاي ﺳﻘﻒ دوﻋﺮﺷﻪاي ﻣﺨﺎزن ﺳﯿﺮاف واﻗﻊ در ﺟﻨﻮب اﯾﺮان ﺑﺮرﺳﯽ ﮔﺮدﯾﺪه اﺳﺖ. ﻣﯿﻌﺎﻧﺎت ﮔﺎزي ﻣﯿﺪان ﻧﺎر و ﮐﻨﮕﺎن در ﺟﻨﻮب اﯾﺮان ﺑﻪ ﻋﻨﻮان ﻫﯿﺪروﮐﺮﺑﻦ ﺑﺴﯿﺎرﺳﺒﮏ ، ﻻوان ﺟﻬﺖ ﻧﻔﺖ ﺧﺎم ﺳﺒﮏ و ﺳﺮوش ﺑﺮاي ﻧﻔﺖ ﺧﺎم ﺳﻨﮕﯿﻦ ﺑﻪ ﻋﻨﻮان ﻣﺤﺘﻮﯾﺎت ﻣﺨﺰن در ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﺷﺪ. ﻋﻼوه ﺑﺮ اﻧﺪرﮐﻨﺶ ﺳﯿﺎل-ﺳﺎزه، ﻧﻘﺶ آب ﺑﻨﺪ ﻓﻮﻣﯽ و اﺻﻄﮑﺎك ﺗﻤﺎﺳﯽ ﺑﯿﻦ آب ﺑﻨﺪ و ﭘﻮﺳﺘﻪ ﻧﯿﺰ ﻣﺪﻧﻈﺮ ﻗﺮار ﮔﺮﻓﺖ. در ﺷﺮاﯾﻂ ذﮐﺮ ﺷﺪه ﻓﻮق، ﺗﺤﻠﯿﻞ ﻣﻮدال و زﻣﺎ ﻧﯽ اﻧﺠﺎم ﺷﺪ. در ﺗﺤﻠﯿﻞ زﻣﺎﻧﯽ ، زﻟﺰﻟﻪﻫﺎي ﺳﺮﭘﻞذﻫﺎب و ﺷﻨﺒﻪ از اﺳﺘﺎن زﻟﺰﻟﻪاي زاﮔﺮس و ﺳﺎﮐﺎرﯾﺎ از زﻟﺰﻟﻪﻫﺎي ﻣﺠﺎور اﯾﺮان اﻧﺘﺨﺎب ﮔﺮدﯾﺪ. ﻓﺮﮐﺎﻧﺲﻫﺎي ﻃﺒﯿﻌﯽ ﻏﺎﻟﺐ، ﺷﮑﻞﻣﻮدﻫﺎي اﺟﺰاي ﺳﻘﻒ و ﺿﺮ ﯾﺐ ﻣ ﯿﺮاﯾﯽ ﻓﺮﮐﺎﻧﺲﻫﺎ ي ﻃﺒﯿﻌﯽ اول و دوم ﺑﻪ ﻫﻤﺮاه رﻓﺘﺎر ﮐﻠﯽ زﻣﺎﻧﯽ و ﻃﯿﻔﯽ ﺳﻘﻒ ﺑﺮاي ﻫﯿﺪروﮐﺮﺑﻦ ﺑﺴﯿﺎر ﺳﺒﮏ ﺗﺎ ﺳﻨﮕﯿﻦ اﯾﺮان ﺑﺪﺳﺖ آﻣﺪه و ارزﯾﺎﺑﯽ ﺷﺪ. ﻓﺮﮐﺎﻧﺲ ﻃﺒﯿﻌﯽ ﻫﯿﺪرواﻻﺳﺘﯿﮏ ﺳﻘﻒ در ﻧﻔﺖ ﺳﺮوش ﺣﺪود 17% و ﺿﺮﯾﺐ ﻣﯿﺮاﯾﯽ ﺣﺪود 10% ﻧﺴﺒﺖ ﺑﻪ ﺣﺎﻟﺖ ﻣﯿﻌﺎﻧﺎت ﮔﺎزي ﮐﺎﻫﺶ داﺷﺖ. ﻣﺤﺎﺳﺒﺎت ﻧﺸﺎن داد ﻓﺮﮐﺎﻧﺲﻫﺎي ﻃﺒﯿﻌﯽ ﻫﯿﺪرواﻻﺳﺘﯿﮏ ﻏﺎﻟﺐ و ﺿﺮاﯾﺐ ﻣﯿﺮاﯾﯽ آﻧﻬﺎ ﺑﺎ ﺳﻨﮕﯿﻦ ﺷﺪن ﻣﺎﯾﻊ ﮐﺎﻫﺶ ﻣﯽﯾﺎﺑﺪ و ارﺗﻌﺎش ﺳﻘﻒ اﺳﺎﺳﺎ" ﺑﻪ راﺑﻄﻪ ﻣﺤﺘﻮﯾﺎت ﻓﺮﮐﺎﻧﺴﯽ زﻟﺰﻟﻪ ﺑﺎ اﯾﻦ ﻓﺮﮐﺎﻧﺲﻫﺎي ﻃﺒﯿﻌﯽ ﺑﺴﺘﮕﯽ دارد. ﻫﻤﭽﻨﯿﻦ ﻧﺘﯿﺠﻪﮔﯿﺮي ﺷﺪ ﺑﺮ اﺳﺎس روش ﻣﻘﯿﺎس و داﻣﻨﻪ ارﺗﻌﺎش ﺣﺎﻟﺖ ﭘﺎﯾﺪار، ﺳﻘﻒ ﺷﻨﺎور در ﺣﺎﻟﺖ ﻣﺎﯾﻊ ﺳﻨﮕ ﯿﻦﺗﺮ ﻟﺮزهﭘﺬﯾﺮي ﺑﯿﺸﺘﺮي دارد .
Keywords :
earthquake , Hydroelasticiy , slosh , Foam Seal , Fluid-structure interaction
Journal title :
International Journal of Engineering
Serial Year :
2021
Record number :
2697784
Link To Document :
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