نوع مقاله : مرور ادبیات
نویسندگان
1 مهندس مشاور
2 استاد گروه عمران، دانشگاه آزاد واحد مراغه
چکیده
در اﯾﻦ ﻧﻮﺷﺘﺎر اﻗﺪام ﺑﻪ اراﺋﻪ اﻧﻮاع آﻧﺎﻟﯿﺰ در ﺣﺎﻻت ﺑﺎرﮔﺬاری ﻣﺘﻌﺎرف و ﻟﺮزه ای ﺑﺮاﺳﺎس ﻣﻮﻟﻔﻪ ای اﻓﻘﯽ زﻟﺰﻟﻪ ، ﻣﯽ ﭘﺮدازﯾﻢ. ﺳﭙﺲ اﻗﺪام ﺑﻪ ارزﯾﺎﺑﯽ ﺗﻨﺶ ﻫﺎی وارده ﺑﺮﺳﺪ ﻗﺒﻞ از آﺑﮕﯿﺮی )ﻣﺨﺰن ﺧﺎﻟﯽ(، ﺣﯿﻦ آﺑﮕﯿﺮی )ﻣﺨﺰن ﻧﯿﻤﻪ ﭘﺮ( و ﭘﺲ از آﺑﮕﯿﺮی )ﺗﺮازﻧﺮﻣﺎل( ،ﺑﺎ اﺳﺘﻔﺎده از روش ﻫﺎی ﮐﻼﺳﯿﮏ ﻣﺎﻧﻨﺪ simplified mothod)ﭼﻮﯾﺮا- ﻓﻨﻮس( و روش ﻣﺪرن finite element ، در ﻗﺎﻟﺐ ﻧﺮم اﻓﺰارﻫﺎی abaqusوcadam ﻣﯽ ﭘﺮدازﯾﻢ.اﺻﻮل و روش ﻫﺎی ﻃﺮاﺣﯽ و ﺗﺤﻠﯿﻞ ﻟﺮزه ای ﺳﺪﻫﺎی ﺑﺘﻨﯽ وزﻧﯽ ﻣﺒﺘﻨﯽ ﺑﺮ ﺗﺤﻠﯿﻞ ﺧﻄﯽ و ﻏﯿﺮ ﺧﻄﯽ ﻣﯽ ﺑﺎﺷﺪ. ﺑﺎ ﻧﮕﺮش ﺑﻪ ارزﯾﺎﺑﯽ ﺳﺪ وزﻧﯽ ﺑﺘﻨﯽ ژاوه وﺳﺪ pineflat، ﺑﺮ ﭘﺎﯾﻪ ﺗﺤﻠﯿﻞ ﺧﻄﯽ ﺗﺎرﯾﺨﭽﻪ زﻣﺎﻧﯽ ﺑﻪ ﻧﺘﺎﯾﺞ ﺗﻌﯿﯿﻦ ﮐﻨﻨﺪه ای در ﺧﺼﻮص ﻣﺨﺎزن در ﺗﺮاز ﻧﺮﻣﺎل، ﻧﯿﻤﻪ ﭘﺮ و ﺧﺎﻟﯽ اﻧﺠﺎﻣﯿﺪه اﺳﺖ .در اداﻣﻪ ارزﯾﺎﺑﯽ ﺳﺪ ژاوه ﺑﺮ ﭘﺎﯾﻪ ﺗﺤﻠﯿﻠﯽ ﻫﺎی ﻏﯿﺮ ﺧﻄﯽ ﺑﺎ اﺳﺘﻔﺎده از ﺷﺘﺎﺑﻨﮕﺎﺷﺘﻬﺎی KOBE،KOYENA،CHI-CHI و ﻣﻘﺎﯾﺴﻪ ﻧﺘﺎﯾﺞ ﺑﺪﺳﺖ آﻣﺪه در ﻫﺮ ﻣﻮرد ﻣﯽﭘﺮدازﯾﻢ. در اﯾﻦ ﺣﻮزه اﻟﻤﺎﻧﻬﺎﯾﯽ ﮐﻪ دارای ﻇﺮﻓﯿﺖ ﮐﺸﺸﯽ ﺑﯿﺶ از ﻣﻘﺎوﻣﺖ ﮐﺸﺸﯽ ﻣﺼﺎﻟﺢ ﻣﯽ ﺑﺎﺷﻨﺪ،ﺑﻬﻤﺮاه ﻣﻮﻗﻌﯿﺖ و ﻣﮑﺎﻧﯿﺰم ﺗﺮک ﻫﺎیﮐﺸﺸﯽ ﻣﻮرد ارزﯾﺎﺑﯽ ﻗﺮار ﻣﯽ ﮔﯿﺮد.
کلیدواژه‌ها
عنوان مقاله [English]
Analysis dams under earthquake at different levels of water weight
نویسندگان [English]
- PARVIZ SABETI 1
- Ahmad Maleki 2
1 CONSULTING ENGINEERS
2 Assistant Professor, Department of Civil Engineering, Islamic Azad University, Maragheh, Iran
چکیده [English]
In this paper, we present a variety of analyzes in conventional and seismic loading states based on the horizontal component of the earthquake. Then, an attempt is made to assess the tensions occurring before dewatering (empty reservoir), during dewatering (semi-filled reservoir) and after drainage (balance) using classical methods such as simplified mothod (Chievara-fennus) and the modern finite element , In the form of abaqus and cadam software. The principles and methods of design and seismic analysis of concrete concrete weights based on linear and nonlinear analysis. With the attitude to evaluating the concrete weighbridge of Javeh and Pineflat, based on the linear analysis of time histories to the results Decisive in the special The reservoirs at the normal level have been half empty and empty. In the following, the evaluation of the Javau dam is based on nonlinear analyzes using KOBE, KOYENA, CHI-CHI acceleration maps and compares the results obtained in each case. In this area, the elements The tensile strength is more than the tensile strength of the material, and is evaluated along with the position and mechanism of the cracks.
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