Cut-HDMR-based fully equivalent operational model for analysis of unreinforced masonry structures

被引:16
|
作者
Mukherjee, D. [1 ]
Rao, B. N. [1 ]
Prasad, A. M. [1 ]
机构
[1] Indian Inst Technol, Dept Civil Engn, Struct Engn Div, Madras 600036, Tamil Nadu, India
来源
SADHANA-ACADEMY PROCEEDINGS IN ENGINEERING SCIENCES | 2012年 / 37卷 / 05期
关键词
Fully equivalent operational model; high dimensional model representation; unreinforced masonry; mesoscale modelling; moving least squares approximation; INTERFACE MODEL; DAMAGE MODEL; SHEAR;
D O I
10.1007/s12046-012-0094-0
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Mesoscale models are highly competent for understanding behaviour of unreinforced masonry structures. Their only limitation is large computational expense. Fully Equivalent Operational Model forms an equivalent mathematical model to represent a particular phenomenon where explicit relationship between inputs and outputs are unknown. This paper explores the ability of a major variant of High Dimensional Model Representation (HDMR) technique, namely Cut-HDMR, to construct the most efficient Fully Equivalent Operational Model for nonlinear finite element analysis of mesoscale model of an unreinforced masonry structure. Conclusions are reached on various aspects such as, suitability of interpolation schemes and order of Cut-HDMR approximation.
引用
收藏
页码:609 / 628
页数:20
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