journal article·2017-06Open access

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

Enrique Hernández-Montes, Mark Aschheim

Abstract

A formula to estimate the yield displacement observed in the pushover analysis of coupled wall lateral force-resisting systems is presented. The estimate is based on the results of an analytical study of coupled walls ranging from 8 to 20 stories in height, with varied amounts of reinforcement in the reinforced concrete coupling beams and walls, subjected to first-mode pushover analysis. An example illustrates the application of these estimates to the performance-based seismic design of coupled walls.
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Research context

OpenAlex topics: Seismic Performance and Analysis · Structural Behavior of Reinforced Concrete · Structural Engineering and Vibration Analysis

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References (15)

Show source-provided references
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), 317–335.10.1193/1.1586115 ↗
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), 373–383.10.1680/macr.2003.55.4.373 ↗
6. Kim, J., Jun, Y., & Kang, H. (2016). Seismic behavior factors of RC staggered wall buildings. International Journal of Concrete Structures and Materials, 10(3), 355–371.10.1007/s40069-016-0142-y ↗
7. Naeim, F. (2001). The seismic design handbook (2nd ed.). Boston: Kluwer Academic Publishers.10.1007/978-1-4615-1693-4 ↗
8. NEHRP recommended seismic provisions for new buildings and other structures, 2009 edition. Resource Paper 9: Seismic design using target drift, ductility, and plastic mechanisms as performance criteria.
9. Paulay, T. (2002a). A displacement-focused seismic design of mixed building systems. Earthquake Spectra, 18(4), 689–718.10.1193/1.1517066 ↗
10. Paulay, T. (2002b). An estimation of displacement limits for ductile systems. Earthquake Engineering and Structural Dynamics, 31, 583–599.10.1002/eqe.157 ↗
11. Priestley, M. J. N., Calvi, G. M., & Kowalsky, M. J. (2007). Displacement-based seismic design of structures. Pavia: IUSS Press.
12. Priestley, M. J. N., Seible, F., & Calvi, M. (1995). Seismic design and retrofit of bridges. New York: Wiley.
13. SeismoStruct (2016). www.seismosoft.com .
14. Tjhin, T. N., Aschheim, M. A., & Wallace, J. W. (2007). Yield displacement-based seismic design of RC wall buildings. Engineering Structures, 29(11), 2946–2959.10.1016/j.engstruct.2006.10.022 ↗
15. Wallace, J. W. (2012). Behavior, design, and modeling of structural walls and coupling beams—Lessons from recent laboratory tests and earthquakes. International Journal of Concrete Structures and Materials, 6(1), 3–18.10.1007/s40069-012-0001-4 ↗