Study on Hysteretic Model and Damage Model of Multi-Ribbed Composite Wall

Abstract:

Article Preview

The use of composite materials in structural engineering is recent, and researchers need to investigate their behavior features. A new unit of multi-ribbed composite wall is introduced. A multi-ribbed composite wall is the main bearing-load member in multi-ribbed slab structures (MRSS). The bearing-load characteristics and seismic properties of the wall are different from those of other ordinary concrete members In order to study seismic behavior and durability of Multi-ribbed composite walls, experiments of 26 pieces of composite walls under cyclic loading were carried out, and then the hysteretic model of shear force–shear deformation is established. The hysteretic curves of typical composite walls are calculated. The calculated curves agree well with the experimental ones. The damage model is quantified. This study introduces a quantitative analysis means for evaluating seismic behavior aspects of damage and durability of multi-ribbed composite walls.

Info:

Periodical:

Key Engineering Materials (Volumes 302-303)

Edited by:

Nai-Qian Feng and Gai-Fei Peng

Pages:

644-650

DOI:

10.4028/www.scientific.net/KEM.302-303.644

Citation:

Q. Yuan et al., "Study on Hysteretic Model and Damage Model of Multi-Ribbed Composite Wall", Key Engineering Materials, Vols. 302-303, pp. 644-650, 2006

Online since:

January 2006

Export:

Price:

$38.00

[1] Yao Q.F. et al: Study on the Theory and Application of multi-ribbed Composite Wall Slab Structure, Xi'an University of Architecture and Technology (2000).

[2] Yao Q. F: Development and application of new types of architectural structure system of residence, Industrial construction (2002).

[3] Chung YS, Meyer C, Shinozuka M.: Modeling of concrete damage, ACI Structural Journal, 1989, 86(3), pp.259-271.

[4] Park Y-J, Ang AH-S, Wen YK: Seismic damage analysis of reinforced concrete buildings, Journal of Structural Engineering, ASCE, 1985, 111(4), pp.740-757.

DOI: 10.1061/(asce)0733-9445(1985)111:4(740)

[5] Fajfar P, Vidic T, Fischinger M: A measure of earthquake motion capacity to damage medium-period structures, Soil Dynamics and Earthquake Engineering 1990, 9 (5).

DOI: 10.1016/s0267-7261(05)80002-8

In order to see related information, you need to Login.