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Free Vibration and Stbaility of Moderate-Thick Cantilever Plates
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作者 张音翼 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1995年第2期161-167,共7页
By means of the constitution of the two displacement functions and theapplication of the least square method and the energy method this paper gives theReissner approximate solutions of the free vibration and the stabi... By means of the constitution of the two displacement functions and theapplication of the least square method and the energy method this paper gives theReissner approximate solutions of the free vibration and the stability for the moderate-thick cantilever rectangular plate. 展开更多
关键词 moderate-thick plate. Reissner theory. boundary effect . displace-ment function. beam function. Rayleigh quotient
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