ON STRENGTH AND DEFORMATION OF REINFORCED CONCRETE SHEAR WALLS By Shigeru Mochizuki Concrete Journal, Vol. 18, No. 4, April 1980, pp. 1 `13 Synopsis A
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2 ON STRENGTH AND DEFORMATION OF REINFORCED CONCRETE SHEAR WALLS By Shigeru Mochizuki Concrete Journal, Vol. 18, No. 4, April 1980, pp. 1 `13 Synopsis After Tokachioki Earthquake of 1968, the importance of shear wall has been recognized again. The other hand the movement toward the revision of Japanese Building Code has mad& it necessary to establish the serviceable design formulas of shear walls. Corresponding to the above tendency the studies and useful data of shear wall have been accumlated. However those studies have given emphasis to practical design formulas unrelated to mechanism of shear resistance of shear walls. The purpose of this report is to describe and examine the results of investigations on the reinforced concrete shear walls carried out in Japan in last decade, especially the formulas of ultimate strength, relating to mechanism of shear resistance by the author and also to contribute toward development of rational design formulas of reinforced concrete shear walls. Keywords : reinforced concrete shear wall, mechanism of shear resistance, pattern of failure, ductility, ultimate strength, cracking strength, elasticity, unelasticity, design formula
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13 27) Tomii, M.: General Analysis of Elasticity of Shear Walls by Airy's Stress Function, Part I -Elements not Satisfied only with Serial Stress Function-, T.A. I.J., No. 154, Dec Tomii, M. : General Analysis of Elasticity of Shear Walls by Airy's Stress Function, Part II - Selection of Algebraic Stress Function which is Necessary together with Serial Stress Function-, T.A.I.J., No. 155, Jan ˆÈŒãŠÖ A _ 28) Tomii, M. and Esaki,F. : Elastic Analysis of Shear Walls with Asymmetric Longitudinal Section or Asymmetric Transversal Section Part I.-Elastic Analysis of the Shear Walls Loaded Antimetrically with respect to the Center-Line parallel to their Asymmetric Section-T.A.I.J., No. 187, Sept ;k TA Part II, No. 188, Oct Part III, No. 189, Nov ) Tokuhiro, I. : Convergence of Fourier Series Solutions in the Elastic Analysis of the Shear Walls Subjected to the Various External Plane Forces, T.A.I.J, No. 211, Sept ) Tokuhiro, I.: Elastic Analysis of Shear Walls by Airy's Stress Function-Comparisons of Theoretical Values and Experimental Results-, T.A.I.J., No. 224, Oct ) Tomii, M. and Hiraishi, H.: Elastic Analysis of Framed Shear Walls by Considering Shearing Deformation of the Beams and Columns of Their Boundary Frames Part I -Shearing Deformation of the Beams and Columns of the Frames-, T.A.I.J., No. 273, Nov ˆÈŒãPart II, No. 274, Dec Part III, No. 275, Jan ) Cervenka, V. and Gerstle, K.H. : Inelastic Analysis of. Reinforced Concrete Panels Under In-Plane Loads, Inelasticity and Non-Linearity in Structural Concrete, University of Wateloo Press, 1972, pp ) Darwin, D. and Pecknold, D.A.W. : Inelastic Model for Cyclic Biaxial Loading of Reinforced Concrete, University of Illinois, July ) Tomii, M., Sueoka, T. and Hiraishi, H. : Elastic Analysis of Framed Shear Walls by Assuming Their Infilled Panel Walls to be 45-Degree Orthotropic Plates Part I -Analysis of Single-span Shear Walls-, T.A.I.J., No. 280, June 1979 Tomii, M. and Hiraishi, H. : Elastic Analysis of Framed Shear Walls by Assuming Their Infilled Panel Walls to be 45-Degree Orthotropic Plates Part II-Numerical Examples-, T.A.I.J., No. 284, Oct. 1979
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