Four-stage Newmark method for structural dynamics analysis

Huimin Zhang; Yufeng Xing; Zhenyu Li

doi:10.1063/1.5012431

Four-stage Newmark method for structural dynamics analysis

Huimin Zhang
, Yufeng Xing^*
, Zhenyu Li

^*此作品的通讯作者

航空科学与工程学院

Beihang University
Shanghai Aircraft Design and Research Institute

科研成果: 书/报告/会议事项章节 › 会议稿件 › 同行评审

1 引用（Scopus）

摘要

This paper develops a four-stage direct integration scheme for structural dynamics analysis. Based on Newmark method, the new scheme is formulated by expanding displacement to the fourth derivative. The stability, accuracy and dissipation of the new scheme are discussed, which results in two optimal sets of control parameters δ and α.

源语言	英语
主期刊名	Proceedings of the International Conference of Computational Methods in Sciences and Engineering 2017, ICCMSE 2017
编辑	Theodore E. Simos, Theodore E. Simos, Theodore E. Simos, Theodore Monovasilis, Zacharoula Kalogiratou
出版商	American Institute of Physics Inc.
ISBN（电子版）	9780735415966
DOI	https://doi.org/10.1063/1.5012431
出版状态	已出版 - 28 11月 2017
活动	International Conference of Computational Methods in Sciences and Engineering 2017, ICCMSE 2017 - Thessaloniki, 希腊期限: 21 4月 2017 → 25 4月 2017

出版系列

姓名	AIP Conference Proceedings
卷	1906
ISSN（印刷版）	0094-243X
ISSN（电子版）	1551-7616

会议

会议	International Conference of Computational Methods in Sciences and Engineering 2017, ICCMSE 2017
国家/地区	希腊
市	Thessaloniki
时期	21/04/17 → 25/04/17

访问文件

10.1063/1.5012431

其它文件与链接

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引用此

Zhang, H., Xing, Y., & Li, Z. (2017). Four-stage Newmark method for structural dynamics analysis. 在 T. E. Simos, T. E. Simos, T. E. Simos, T. Monovasilis, & Z. Kalogiratou (编辑), Proceedings of the International Conference of Computational Methods in Sciences and Engineering 2017, ICCMSE 2017 文章 160002 (AIP Conference Proceedings; 卷 1906). American Institute of Physics Inc.. https://doi.org/10.1063/1.5012431

Zhang, Huimin ; Xing, Yufeng ; Li, Zhenyu. / Four-stage Newmark method for structural dynamics analysis. Proceedings of the International Conference of Computational Methods in Sciences and Engineering 2017, ICCMSE 2017. 编辑 / Theodore E. Simos ; Theodore E. Simos ; Theodore E. Simos ; Theodore Monovasilis ; Zacharoula Kalogiratou. American Institute of Physics Inc., 2017. (AIP Conference Proceedings).

@inproceedings{19d21c53553d444d94c7a463c045329e,

title = "Four-stage Newmark method for structural dynamics analysis",

abstract = "This paper develops a four-stage direct integration scheme for structural dynamics analysis. Based on Newmark method, the new scheme is formulated by expanding displacement to the fourth derivative. The stability, accuracy and dissipation of the new scheme are discussed, which results in two optimal sets of control parameters δ and α.",

author = "Huimin Zhang and Yufeng Xing and Zhenyu Li",

note = "Publisher Copyright: {\textcopyright} 2017 Author(s).; International Conference of Computational Methods in Sciences and Engineering 2017, ICCMSE 2017 ; Conference date: 21-04-2017 Through 25-04-2017",

year = "2017",

month = nov,

day = "28",

doi = "10.1063/1.5012431",

language = "英语",

series = "AIP Conference Proceedings",

publisher = "American Institute of Physics Inc.",

editor = "Simos, \{Theodore E.\} and Simos, \{Theodore E.\} and Simos, \{Theodore E.\} and Theodore Monovasilis and Zacharoula Kalogiratou",

booktitle = "Proceedings of the International Conference of Computational Methods in Sciences and Engineering 2017, ICCMSE 2017",

}

Zhang, H, Xing, Y & Li, Z 2017, Four-stage Newmark method for structural dynamics analysis. 在 TE Simos, TE Simos, TE Simos, T Monovasilis & Z Kalogiratou (编辑), Proceedings of the International Conference of Computational Methods in Sciences and Engineering 2017, ICCMSE 2017., 160002, AIP Conference Proceedings, 卷 1906, American Institute of Physics Inc., International Conference of Computational Methods in Sciences and Engineering 2017, ICCMSE 2017, Thessaloniki, 希腊, 21/04/17. https://doi.org/10.1063/1.5012431

Four-stage Newmark method for structural dynamics analysis. / Zhang, Huimin; Xing, Yufeng; Li, Zhenyu.
Proceedings of the International Conference of Computational Methods in Sciences and Engineering 2017, ICCMSE 2017. 编辑 / Theodore E. Simos; Theodore E. Simos; Theodore E. Simos; Theodore Monovasilis; Zacharoula Kalogiratou. American Institute of Physics Inc., 2017. 160002 (AIP Conference Proceedings; 卷 1906).

科研成果: 书/报告/会议事项章节 › 会议稿件 › 同行评审

TY - GEN

T1 - Four-stage Newmark method for structural dynamics analysis

AU - Zhang, Huimin

AU - Xing, Yufeng

AU - Li, Zhenyu

PY - 2017/11/28

Y1 - 2017/11/28

N2 - This paper develops a four-stage direct integration scheme for structural dynamics analysis. Based on Newmark method, the new scheme is formulated by expanding displacement to the fourth derivative. The stability, accuracy and dissipation of the new scheme are discussed, which results in two optimal sets of control parameters δ and α.

AB - This paper develops a four-stage direct integration scheme for structural dynamics analysis. Based on Newmark method, the new scheme is formulated by expanding displacement to the fourth derivative. The stability, accuracy and dissipation of the new scheme are discussed, which results in two optimal sets of control parameters δ and α.

UR - https://www.scopus.com/pages/publications/85038815945

U2 - 10.1063/1.5012431

DO - 10.1063/1.5012431

M3 - 会议稿件

AN - SCOPUS:85038815945

T3 - AIP Conference Proceedings

BT - Proceedings of the International Conference of Computational Methods in Sciences and Engineering 2017, ICCMSE 2017

A2 - Simos, Theodore E.

A2 - Monovasilis, Theodore

A2 - Kalogiratou, Zacharoula

PB - American Institute of Physics Inc.

T2 - International Conference of Computational Methods in Sciences and Engineering 2017, ICCMSE 2017

Y2 - 21 April 2017 through 25 April 2017

ER -

Zhang H, Xing Y, Li Z. Four-stage Newmark method for structural dynamics analysis. 在 Simos TE, Simos TE, Simos TE, Monovasilis T, Kalogiratou Z, 编辑, Proceedings of the International Conference of Computational Methods in Sciences and Engineering 2017, ICCMSE 2017. American Institute of Physics Inc. 2017. 160002. (AIP Conference Proceedings). doi: 10.1063/1.5012431

Four-stage Newmark method for structural dynamics analysis

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