广州建筑
廣州建築
엄주건축
GUANGZHOU ARCHTECTURE
2015年
4期
31-34
,共4页
地下室%上浮破坏%底板稳定%数值模拟
地下室%上浮破壞%底闆穩定%數值模擬
지하실%상부파배%저판은정%수치모의
basements%floating destruction%floor stability%numerical analysis
以广州某上浮地下室为例，利用有限元软件对地下室上浮后底板的受力与变形进行了模拟计算，通过与实际监测资料的对比，论证了模型的正确性，基于该模型，对地下室上浮对其底板所造成的影响进行了分析，为进一步处理地下室上浮提供了基本依据，对类似工程有一定的借鉴意义。
以廣州某上浮地下室為例，利用有限元軟件對地下室上浮後底闆的受力與變形進行瞭模擬計算，通過與實際鑑測資料的對比，論證瞭模型的正確性，基于該模型，對地下室上浮對其底闆所造成的影響進行瞭分析，為進一步處理地下室上浮提供瞭基本依據，對類似工程有一定的藉鑒意義。
이엄주모상부지하실위례，이용유한원연건대지하실상부후저판적수력여변형진행료모의계산，통과여실제감측자료적대비，론증료모형적정학성，기우해모형，대지하실상부대기저판소조성적영향진행료분석，위진일보처리지하실상부제공료기본의거，대유사공정유일정적차감의의。
Now basement treatments after the floating destruction was mainly focused on the floating, but neglecting the impact of basement structural stability caused by floating. Take the basement in Guangzhou for example, using finite element to simulate the stress and deformation of basement floor. By contrasting with the actual monitoring data, it proved that the finite element models are correct. The impact of basement structural stability caused by floating was analyzed on the models. It gave a basis for reinforcing the floated basement, which has some instructive significance to similar projects.
