DEVELOPMENT OF AN IMPLICIT METHOD WITH NUMERICAL DISSIPATION FROM A GENERALIZED SINGLE-STEP ALGORITHM FOR STRUCTURAL DYNAMICS

被引：136

作者：

HOFF, C ^{[1
]}

PAHL, PJ ^{[1
]}

机构：

[1] TECH UNIV BERLIN,D-1000 BERLIN 12,FED REP GER

来源：

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING | 1988年 / 67卷 / 03期

关键词：

D O I：

10.1016/0045-7825(88)90053-9

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

引用

页码：367 / 385

页数：19

共 19 条

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[6] IMPROVED NUMERICAL DISSIPATION FOR TIME INTEGRATION ALGORITHMS IN STRUCTURAL DYNAMICS [J].

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[7]

HILBER HM, 1976, PB264410

[8]

HOFF C, 1986, THESIS TU BERLIN FED

[9] A UNIFIED SET OF SINGLE STEP ALGORITHMS .3. THE BETA-M METHOD, A GENERALIZATION OF THE NEWMARK SCHEME [J].

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