An Estimate of the Yield Displacement of Coupled Walls for Seismic Design

Author:

Hernández-Montes Enrique,Aschheim Mark

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Civil and Structural Engineering

Reference15 articles.

1. Aschheim, M. A. (2000). The primacy of the yield displacement in seismic design. In Second US–Japan workshop on performance based design of reinforced concrete buildings, Sapporo, Japan, September 10–12, 2000.

2. Aschheim, M. A., & Black, E. F. (2000). Yield Point Spectra for seismic design and rehabilitation. Earthquake Spectra, EERI, 16(2), 317–335.

3. Eurocode 2 (2002, July). Design of concrete structures—Part 1: General rules and rules for buildings. prEN 1992-1-1. Brussels: European Committee for Standardization.

4. Eurocode 8 (2004, April). Design of structures for earthquake resistance—Part 1: General rules, seismic actions and rules for buildings. EN1998-1. Brussels: European Committee for Standardization.

5. Hernández-Montes, E., & Aschheim, M. (2003). Estimates of the yield curvature for design of reinforced concrete columns. Magazine of Concrete Research, 55(4), 373–383.

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1. Analytical study of stiffened multibay planar coupled shear walls;Engineering Structures;2021-10

2. Seismic Retrofitting of Reinforced-Concrete Coupled Shear Walls: A Review;Practice Periodical on Structural Design and Construction;2020-08

3. Constant Ductility Site-Specific Yield Point Spectra for Seismic Design;Advances in Civil Engineering;2019-08-14

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