Distribution & Access For Publication Downloads News About Us Contact Us
Paper Titles
Performance of Rubberized High Strength Concrete after Fire
p.1403
Measurement of the Internal Relative Humidity Distribution in Concrete
p.1409
Study on Improving Overall Calculation Method of Mix Design Method for Fly Ash HPC
p.1414
Physical Filling Effects of Limestone Powders with Different Particle Size
p.1419
Nonlinear Static Analysis of RC Shear Wall Structure Based on Opensees
p.1425
Experimental Study on the Stress Increment of Prestressed Tendons of Retard-Bonded Prestressed Concrete Continuous Beams
p.1431
Effect of Pier Vertical Deformations on Deflections of Main Girders for High Pier and Long-Span Continuous Rigid-Frame Bridges
p.1436
Bending of Thick Rectangular Plates with Different Boundaries under Concentrated Load
p.1440
Fire Behaviors of Restrained RC Beams with Slab
p.1445

Nonlinear Static Analysis of RC Shear Wall Structure Based on Opensees

Article Preview

Abstract:

To study the seismic performance of RC shear wall, and to develop its fine nonlinear analysis method, systemic studies on nonlinear static analysis and it’s realization method are carried out. Beginning with rotating-angle softened-truss model for coupled shear and flexural responses, analytical model of solid wall is presented based on the comparative study on four types of constitutive law of concrete for confined concrete of boundary zone. Good agreements between analytical and experimental results of load-displacement relation are found, which indicates that the proposed analytical method can reflect the global mechanical behavior of shear wall well. Studies on coupling beam and global perforated wall modeling are implemented, then modeling approach and nonlinear static analysis method for perforated wall are proposed. Comparing analytical load-displacement curve to experimental, initial stiffness and first turning point agree well and analytical ultimate capacity is close to experimental, which is shown that the load-displacement curve can actually exhibit the general load-displacement trend of perforated wall.

You might also be interested in these eBooks
Advances in Structures View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

1425-1430

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.1425

Citation:

Cite this paper

Online since:

December 2010

Authors:

Zhi Hong Pan, Ai Qun Li, Yi Gang Sun

Keywords:

Non-Linear Analysis, OpenSEES, Seismic Performance, Shear Wall

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

References

[1] Youssef Belmouden, Pierino Lestuzzi: Engineering Structures. Vol. 29 (2007), p.1263.

Google Scholar

[2] Kutay Orakcal, Leonardo M. Massone, John W. Wallace, in: Analytical Modeling of Reinforced Concrete Walls for Predicting Flexural and Coupled–Shear-Flexural Responses, Pacific Earthquake Engineering Research Center(2006).

Google Scholar

[3] Miao Zhiwei, Lu Xingzheng, Ye Lieping: J. of HUST. Vol. 24(2007), p.17, In Chinese.

Google Scholar

[4] Ye Lieping, Lu Xinzheng, Ma Qianli: Engineering Mechanics. Vol. 23(2006), p.131, In Chinese.

Google Scholar

[5] Han Xiaolei, Chen Xuewei, Wu Peifeng: World earthquake engineering. Vol. 24(2008), p.76, In Chinese.

Google Scholar

[6] Chenqin, Qianjiaru: Earthquake engineering and engineering vibration. Vol. 1(2002), p.94, In Chinese.

Google Scholar

[7] Thomas Tseng Chuang Hsu. Unified theory of reinforced concrete. (Boca Raton, 1993).

Google Scholar

[8] Massone L. M. RC wall shear-flexure interaction Analytical and experimental responses. (University of California, Los Angeles, 2006).

Google Scholar

[9] Sandor Popovics: Cement and Concrete Research. Vol. 3(1973), p.583.

Google Scholar

[10] H. Belarbi, T. C. C. Hsu: ACI Structural Journal. Vol. 91(1994), p.465.

Google Scholar

[11] Robert Park, M. J. Nigel Priestley, Wayne D. Gill: Journal of Structural Division. Vol. 108(1982), p.929.

Google Scholar

[12] Jose Miguel Vallenas, Vitelmo V. Bertero, Egor P. Popov, in: Concrete confined by rectangular hoops and subjected to axial loads, Earthquake Engineering Research Center(1977).

Google Scholar

[13] Murat Saatcioglu, Amir H. Salamat, Salim R. Razvi: Journal of Structural Engineering. Vol. 121(1995), p.1547.

Google Scholar

[14] Qian Jiaru, Cheng Lirong, Zhou Dongliang: J Tsinghua Univ (Sci &Tech), Vol. 42(2002), p.1369, In Chinese.

Google Scholar

[15] Vulcano A, Bertero V. V. in: Analytical Models for Predicting the Lateral Response of RC ShearWall Evaluation of Their Reliability, Earthquake Engineering Research Center(1987).

Google Scholar

[16] Information on http: /opensees. berkeley. edu.

Google Scholar

[17] K. Nam Shiu, T. Takayanagi, W. Gene Corley: Journal of Structural Engineering. Vol. 110(1984), p.1051.

Google Scholar

Scientific.Net is a registered brand of Trans Tech Publications Ltd
© 2024 by Trans Tech Publications Ltd. All Rights Reserved