EXTENDED COMPARISON OF THE HILBER-HUGHES-TAYLOR ALPHA-METHOD AND THE THETA-1-METHOD

被引：28

作者：

HOFF, C

HUGHES, TJR

HULBERT, G

PAHL, PJ

机构：

[1] STANFORD UNIV, DEPT MECH ENGN, STANFORD, CA 94305 USA

[2] TECH UNIV BERLIN, DEPT CIVIL ENGN, D-1000 BERLIN 12, FED REP GER

来源：

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING | 1989年 / 76卷 / 01期

关键词：

D O I：

10.1016/0045-7825(89)90142-4

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

引用

页码：87 / 93

页数：7

共 9 条

[1] COLLOCATION, DISSIPATION AND OVERSHOOT FOR TIME INTEGRATION SCHEMES IN STRUCTURAL DYNAMICS [J].

HILBER, HM ;

HUGHES, TJR .

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1978, 6 (01) :99-117

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

HILBER, HM ;

HUGHES, TJR ;

TAYLOR, RL .

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1977, 5 (03) :283-292

[3]

HILBER HM, 1976, PB264410

[4] PRACTICAL PERFORMANCE OF THE THETA-1-METHOD AND COMPARISON WITH OTHER DISSIPATIVE ALGORITHMS IN STRUCTURAL DYNAMICS [J].

HOFF, C ;

PAHL, PJ .

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1988, 67 (01) :87-110

[5] DEVELOPMENT OF AN IMPLICIT METHOD WITH NUMERICAL DISSIPATION FROM A GENERALIZED SINGLE-STEP ALGORITHM FOR STRUCTURAL DYNAMICS [J].

HOFF, C ;

PAHL, PJ .

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1988, 67 (03) :367-385

[6]

Hughes T. J. R., 1983, Computational methods for transient analysis, P67

[7]

Hughes TJ, 2012, FINITE ELEMENT METHO

[8]

MIRANDA I, IN PRESS EARTHQUAKE

[9]

NEWMARK NM, 1959, ASCE P, V85, P647

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