Access the full text.
Sign up today, get DeepDyve free for 14 days.
(1993)
Elastic analysis of slitted shear walls
T. Paulay, M. Priestley, A. Synge (1982)
Ductility in Earthquake Resisting Squat Shearwalls, 79
Xilin Lu, Xiaohan Wu (2000)
Study on a new shear wall system with shaking table test and finite element analysisEarthquake Engineering & Structural Dynamics, 29
(1986)
Ultimate-state seismic design of high-rise reinforced concrete shear wall-frame structures
(1982)
In-plane seismic characteristics evaluation of shear walls with openings
(1980)
Analysis and design of and the evaluation of design actions for reinforced concrete ductile shear wall structures
(1969)
Newly-devised reinforced concrete shear walls for high-rise building structures
(1980)
Strength and behavior of structural walls with shear failure
A. Tasnimi (2000)
Strength and deformation of mid-rise shear walls under load reversalEngineering Structures, 22
J. Wallace (1994)
New Methodology for Seismic Design of RC Shear WallsJournal of Structural Engineering-asce, 120
P. Baktash, C. Marsh, A. Pall (1983)
Seismic tests on a model shear wall with friction jointsCanadian Journal of Civil Engineering, 10
Ye Lie-ping (2001)
STIFFNESS AND STRENGTH ANALYSIS OF DUAL FUNCTIONAL SLITTED SHEAR WALLEngineering mechanics
Zhang Cong-guo (2000)
Influence of inclination of the concealed bracing on the aseismic property of the R.C. shear wallWorld Information On Earthquake Engineering
(1999)
His research interests are in the areas of earthquake engineering, wind engineering and structural vibration control
A. Kwan, H. Dai, Y. Cheung (1998)
ELASTO-PLASTIC ANALYSIS OF REINFORCED CONCRETE SLIT SHEAR WALLS., 128
V. Colotti (1993)
SHEAR BEHAVIOR OF RC STRUCTURAL WALLSJournal of Structural Engineering-asce, 119
Zeng Yong (1999)
Analysis of elastic behaviors for dual function slitted shear wallJournal of Tsinghua University
T. Paulay, A. Santhakumar (1976)
Ductile Behavior of Coupled Shear WallsJournal of the Structural Division, 102
Y. Cheung, A. Kwan, X. Lu (1993)
SHEAR TESTS ON SIMULATED CONNECTING BEAMS IN REINFORCED CONCRETE SLIT SHEAR WALLS., 99
M. Sheu, P. Lo, Yisong Chen (1989)
Comparison of Slitted and Non-Slitted R. C. Shear Walls With Boundary Elements Under Horizontal Forces
Masao Takehara, Mitsutada Takeuchi, M. Mochizuki (1998)
FAILURE BEHAVIOR AND MACROSCOPIC MODEL OF FRAMED SHEAR WALLS USING HIGH STRENGTH CONCRETETransactions of the Japan Concrete Institute, 19
(1977)
Design of shear walls for seismic resistance
Mark Fintel (1977)
Ductile Shear Walls in Earthquake Resistant Multistory Buildings, 53
(1985)
Experimental study on the hysteretic behavior of reinforced concrete shear walls under the loading of different moment-to-shear ratios
(1982)
Function of lintels in ductile behaviour of coupled shear walls
Zhang Cong-guo (2000)
Influence of reinforcement ratio of the concealed bracing on the aseismic property of the R.C. shear wallWorld Information On Earthquake Engineering
F. Esaki (1996)
ULTIMATE LATERAL DEFORMATION AND DUCTILITY OF R/C FRAMED SHEAR WALL FAILED IN SHEAR AFTER FLEXURAL YIELDINGTransactions of the Japan Concrete Institute, 18
A. Aktan, V. Bertero (1985)
RC Structural Walls: Seismic Design for ShearJournal of Structural Engineering-asce, 111
T. Paulay (1975)
Design Aspects of Shear Walls for Seismic AreasCanadian Journal of Civil Engineering, 2
Xilin Lu, Xiaohan Wu, L. Meng (1997)
Seismic behavior of a new type of seismic energy dissipation shear wall systemStructural Engineering and Mechanics, 5
(1984)
Shear wall analysis using ductility decay curves
T. Tassios, M. Moretti, A. Bezas (1996)
On the behavior and ductility of reinforced concrete coupling beams of shear wallsAci Structural Journal, 93
Reinforced concrete shear walls play an important role in improving seismic performance of building structures. In this paper, a new type of RC shear wall with concealed bracing is proposed and investigated. Four 1:3 scale medium-height specimens were designed and a detailed experimental investigation carried out. The load-carrying capacity, stiffness, ductility, hysteretic behavior and energy dissipation of the shear wall are discussed. The failure mechanism was revealed by the experiments. It is found that in comparison with a normal shear wall, the seismic performance of a shear wall can be significantly improved by adding concealed bracing within the wall panel. Finally, a mechanical model of the shear wall is proposed and formulae for calculating load-carrying capacity developed. It is shown that the theoretical results agree well with those from experiments.
Advances in Structural Engineering – SAGE
Published: Jan 1, 2003
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.