Influence of Wall Thickness and Concrete Grade of Shear Wall Amount

Liang Wang; Jun Feng Shi; Tian Qing Yu

doi:10.4028/www.scientific.net/AMR.1065-1069.1074

Paper Titles

Concrete Breakout Capacity of Cast-in-Place Anchor under Shear Loading
p.1057

Dynamic Response Analysis for the Frame Structure under Explosion Load
p.1061

Finite Cylindrical Cavity Expansion Model for Penetration of Steel-Tube-Confined Concrete Targets
p.1065

FSI Numerical Simulation for Wind-Induced Dynamic Response of Tension Membrane Structures
p.1069

Influence of Wall Thickness and Concrete Grade of Shear Wall Amount
p.1074

Lateral Equivalent Flexural Rigidity for a Top-Hat Stiffened Composite Plate under Pure Bending
p.1079

Nonlinear Dynamic Response of Piezoelectric Beam Reinforced with BNNTs under Electro-Thermo-Mechanical Loadings
p.1083

Reliability Assessment and Reliability-Based Design Optimization of Large Scale Box-Girder Structural System
p.1087

Research on Concrete-Filled Rectangular Steel Tube Stiffeners and Axial Compression Bearing Capacity
p.1092

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Influence of Wall Thickness and Concrete Grade of...

Influence of Wall Thickness and Concrete Grade of Shear Wall Amount

Abstract:

Engineering examples and finite element structural analysis software SATWE was used to calculate by adjusting the shear wall thickness and grade to study the dynamic characteristics of concrete structures; analysis of seismic shear, natural vibration cycles, maximum interlayer displacement angle, lateral displacement stiffness to weight ratio and shear weight ratio of these parameters change rules, resulting in changes in shear wall thickness greater impact on shear wall amount.

You might also be interested in these eBooks

Civil, Structural and Environmental Engineering III

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1074-1078

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1074

Citation:

Cite this paper

Online since:

December 2014

Authors:

Liang Wang*, Jun Feng Shi, Tian Qing Yu

Keywords:

Interlayer Displacement Angle, Lateral Stiffness, Ratio of Stiffness to Weight, Wall Thickness

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Y.S. Shi: Urbanism and Architecture, Vol. 17(2012), p.32. (In Chinese).

Google Scholar

[2] China Academy of Building Research PKPMCAD Engineering Department: Tall Building Structures Dmensional Finite Element Analysis and Design Software SATWE (China Architecture & Building Press, China 2005), pp.72-75. (In Chinese).

Google Scholar

[3] JGJ 3-2010: Technical Specification for Concrete Structures of Tall Building (China Architecture & Building Press, China 2010), pp.31-40. (In Chinese).

Google Scholar

[4] Haibin He: Reasonable amount of research in high-rise buildings shear shear wall structure (MS. Hunan University, China 2009) pp.31-37. (In Chinese).

Google Scholar

[5] Ting Cai: High Frame Supported Shear Wall Structure in a Reasonable amount of Research Shear Wall (Xi'an University of Architecture and Technology, China 2010) p.38. (In Chinese).

Google Scholar

[6] GB 50011-2010: Building Seismic Design Code (China Architecture & Building Press, China 2010), p.39. (In Chinese).

Google Scholar