Research on Horizontal Bearing Capacity of High-Rise RC Shear Wall Arranged High-Strength Steel in Boundary Concealed Columns

Zhen Bao Li; Hui Ming Zhang; Hua Ma; Er Wei Guo; Wen Jing Wang

doi:10.4028/www.scientific.net/AMM.166-169.269

Paper Titles

Mode I Fracture Toughness of a Tri-Layered Beam with Interfacial Crack
p.245

Theoretical and Experimental Study on Structural Dynamics Analysis Based on Electrical Circuit Analogy Method
p.249

Lamb Wave Scattering Induced by a Rectangular Hole
p.254

Finite Element Analysis of External Prestressing Beams Made of Strain Hardening Material
p.259

Research on Horizontal Bearing Capacity of High-Rise RC Shear Wall Arranged High-Strength Steel in Boundary Concealed Columns
p.269

Experiment Study on Dynamic Characteristics of Unbounded Prestressed Concrete Beams
p.273

The Influence of Static Response of Super Tall Building Mega-Frame Structure Caused by Changes of Frame Rigidities
p.277

Research of Mechanical Influence of Initial Imperfections on Beam String Structure
p.282

Finite Element Analysis on Concrete Filled Steel Tubular Concrete Beam Joints under Cyclic Loading by OPENSEES
p.287

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Research on Horizontal Bearing Capacity of...

Research on Horizontal Bearing Capacity of High-Rise RC Shear Wall Arranged High-Strength Steel in Boundary Concealed Columns

Abstract:

Based on the plane-section assumption, the formulas of yield moment and ultimate moment are derived for calculating high-rise RC shear wall. High-strength steels are used as transverse and longitudinal steels in boundary concealed columns of the shear wall. The practical application is performed by using the formulas derived for calculating horizontal bearing capacities of four specimens, in which one specimen used ordinary-strength steel and the others used high-strength steel. Meanwhile, the numerical simulation is carried out on the four specimens by finite element method, and the results show that the horizontal bearing capacity of the shear wall increases obviously for specimens using high-strength steel in boundary concealed column, and the simulation results of finite element method are in good agreement with formula results.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

269-272

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.269

Citation:

Cite this paper

Online since:

May 2012

Authors:

Zhen Bao Li, Hui Ming Zhang, Hua Ma, Er Wei Guo, Wen Jing Wang

Keywords:

Bearing Capacity, Finite Element Analysis (FEA), High Strength Steel (HSS), High-Rise Shear Wall

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Hongmei Zhang, Xilin Lv, Liang Lu, Wenqing Cao: Journal of Earthquake Engineering and Engineering Vibration, Vol. 27-1 (2007), pp.92-98 (In Chinese).

Google Scholar

[2] ZhenBao Li, WenJing Wang: Advanced Materials Research, Vol. 446-449 (2012), pp.981-988.

Google Scholar

[3] Xingwen Liang: Journal of Building Structures, Vol. S2 (2009), pp.62-67 (In Chinese).

Google Scholar

[4] Jiaru Qian, Yong Wei: Journal of Building Structures, Vol. 29-2 (2008), pp.43-50 (In Chinese).

Google Scholar

[5] Fre'de'ric Le'geron: Journal of Structural Engineering, Vol.129-2(2003), pp.241-252.

Google Scholar

[6] J. B. Mander, M. J. N. Priestley: Journal of Structural Engineering, Vol. 114-8 (1988), pp.1804-1826.

Google Scholar

[7] GB50010-2010, Code for Design of Concrete Structures (China Architecture & Building Press, China, 2010) (In Chinese).

Google Scholar