finite element dynamic analysis of the square plansifter 高方平篩動(dòng)力有限元分析
predicting the vibration of complicated part by finite element dynamic analysis 利用有限元?jiǎng)恿憫?yīng)分析預(yù)測(cè)復(fù)雜零件的機(jī)械振動(dòng)
finite element dynamic analysis of the 2zkx2148 type straight line oscillating sieve lateral plate 2148型直線振動(dòng)篩側(cè)板的有限元?jiǎng)恿W(xué)分析
nonlinear finite element dynamic analysis on hybrid masonry-concrete structures strengthened with cfrp 加固底層框架砌體結(jié)構(gòu)非線性動(dòng)力分析
basing on the feature of the structure member, the structure is simplified to a 3-d model consist of space beams and shells, so we can make response spectrum dynamic analysis on the finite-element models . at last nonlinear finite element dynamic analysis was made about the structures . the calculated results reveal the rule of dynamic response about model the and show that the aseismic behaviour and failure mechanism of shear wall structure with src supporting frames and src girder transfer floor is better than that of rc one 在7度多遇和罕遇地震力作用下,通過(guò)對(duì)振型、側(cè)向位移、傾覆力矩和剪力在給定抗側(cè)力結(jié)構(gòu)間分配的比較,以及對(duì)框支柱和剪力墻的地震響應(yīng)、轉(zhuǎn)換層樓板應(yīng)力比較等模擬分析,得到型鋼混凝土梁式轉(zhuǎn)換層框支剪力墻結(jié)構(gòu)較鋼筋混凝土梁式轉(zhuǎn)換層框支剪力墻結(jié)構(gòu)抗地震力特性上有較明顯的改善的結(jié)論。