本文選題：分離相似設計方法 + 土-結(jié)構(gòu)相互作用　； 參考：《巖土力學》2016年09期

【摘要】：提出了模型試驗的分離相似設計方法,以錨索、格構(gòu)梁加固邊坡振動臺試驗為例進行介紹。將傳統(tǒng)量綱分析法中描述振動臺試驗各個相關參數(shù)之間關系的函數(shù)關系式定義為1級特征方程。根據(jù)邊坡、錨索、格構(gòu)和地震波特性的不同,將1級特征方程進行分離處理,得到分別用于邊坡、錨索、格構(gòu)和地震波相似設計的2級特征方程。根據(jù)每個2級特征方程中參數(shù)的重要程度不同,將關鍵設計參數(shù)從2級特征方程中分離出來,組成3級特征方程。根據(jù)3級、2級和1級特征方程可以分別推導得到針對邊坡、錨索、格構(gòu)梁和地震波各自的關鍵參數(shù)、相關參數(shù)和無關參數(shù)相似比,選擇關鍵參數(shù)相似比作為模型設計的主要依據(jù),并對試驗模型進行了相似設計。解決了按照傳統(tǒng)量綱分析法要求,模型試驗無法同時滿足所有參數(shù)相似比要求的問題。
[Abstract]:A separate similarity design method for model test is presented, and an example of shaking table test for reinforcement of slope with anchor cable and lattice beam is introduced. This paper defines the function relation of the traditional dimensionality analysis method which describes the relation between the parameters of the shaking table test as the first order characteristic equation. According to the different characteristics of slope, anchor cable, lattice and seismic wave, the one-order characteristic equation is separated and treated, and the two-order characteristic equation is obtained for the similar design of slope, anchor cable, lattice structure and seismic wave, respectively. According to the different importance of the parameters in each two-order characteristic equation, the key design parameters are separated from the two-order characteristic equation to form the third-order characteristic equation. According to the characteristic equations of stage 2 and order 1, the similarity ratios of key parameters, correlation parameters and independent parameters for slope, anchor cable, lattice beam and seismic wave can be derived, respectively. The similarity ratio of key parameters is chosen as the main basis of model design, and the similarity design of test model is carried out. According to the requirement of traditional dimensional analysis, the model test can not satisfy the requirement of similarity ratio of all parameters at the same time.
【作者單位】： 西南交通大學土木工程學院;海南大學土木建筑工程學院;中國電建集團華東勘測設計研究院有限公司;核工業(yè)西南勘察設計研究院有限公司;
【基金】：國防基礎科研計劃(No.B0220133003) 中國水電顧問集團公司重大科技項目(No.KY2012-01-02-02-W6)~~
【分類號】：TU476

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