journal article·2015-09-01

Seismic Behavior of Low-Aspect-Ratio Reinforced Concrete Shear Walls

Authors not provided

ACI Structural Journal· Volume 112· Issue 5
Publisher page

Abstract

https://doi.org/10.14359/51687709
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short

Research context

OpenAlex topics: Structural Behavior of Reinforced Concrete · Seismic Performance and Analysis · Structural Load-Bearing Analysis

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (22)

Show source-provided references
1. ACI Committee 318, 2011, “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary,” American Concrete Institute, Farmington Hills, MI, 503 pp.
2. ACI Committee 349, 2013, “Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-13) and Commentary,” American Concrete Institute, Farmington Hills, MI, 153 pp.
3. ACI Committee 374, 2005, “Acceptance Criteria for Moment Frames Based on Structural Testing (ACI 374.1-05) and Commentary,” American Concrete Institute, Farmington Hills, MI, 11 pp.
4. ACI Committee 374, 2013, “Guide for Testing Reinforced Concrete Structural Elements under Slowly Applied Simulated Seismic Loads (ACI 374.2R-13),” American Concrete Institute, Farmington Hills, MI, 18 pp.
5. ASCE/SEI 43-05, 2005, “Seismic Design Criteria for Structures, Systems, and Components in Nuclear Facilities,” American Society of Civil Engineers, Reston, VA.
6. ASCE/SEI 41-06, 2006, “Seismic Rehabilitation of Buildings,” American Society of Civil Engineers, Reston, VA.
7. ATC-24, 1992, “Guidelines for Cyclic Seismic Testing of Component of Steel Structures,” Applied Technology Council, Redwood City, CA.
8. Barda, F.; Hanson, J. M.; and Corley, W. G., 1977, “Shear Strength of Low-rise Walls with Boundary Elements,” Reinforced Concrete Structures in Seismic Zones, SP-53, American Concrete Institute, Farmington Hills, MI, pp. 149-202.
9. Del Carpio Ramos, M.; Whittaker, A. S.; and Gulec, C. K., 2012, “Predictive Equations for the Peak Shear Strength of Low-Aspect Ratio Reinforced Concrete Walls,” Journal of Earthquake Engineering, V. 16, No. 2, pp. 159-187. doi: 10.1080/13632469.2011.61352910.1080/13632469.2011.613529 ↗
10. Epackachi, S.; Nguyen, N. H.; Kurt, E. G.; Whittaker, A. S.; and Varma, A. H., 2014, “In-Plane Seismic Behavior of Rectangular Steel-Plate Composite Wall Piers,” Journal of Structural Engineering, ASCE, p. 04014176 doi: 10.1061/(ASCE)ST.1943-541X.000114810.1061/(ASCE)ST.1943-541X.0001148 ↗
11. Epackachi, S.; Whittaker, A. S.; and Huang, Y. N., 2015, “Analytical Modeling of Rectangular SC Wall Panels,” Journal of Constructional Steel Research, V. 105, pp. 49-59. doi: 10.1016/j.jcsr.2014.10.01610.1016/j.jcsr.2014.10.016 ↗
12. GigaPan Systems, 2013, www.gigapansystems.com.
13. Gulec, C. K., and Whittaker, A. S., 2011, “Empirical Equations for Peak Shear Strength of Low Aspect Ratio Reinforced Concrete Walls,” ACI Structural Journal, V. 108, No. 1, Jan.-Feb., pp. 80-89.10.14359/51664205 ↗
14. Gulec, C. K.; Whittaker, A. S.; and Stojadinovic, B., 2008, “Shear Strength of Squat Rectangular Reinforced Concrete Walls,” ACI Structural Journal, V. 105, No. 4, July-Aug., pp. 488-497.10.14359/19863 ↗
15. Luna, B. N.; Rivera, J. P.; Rocks, J. F.; Goksu, C.; Weinreber, S.; and Whittaker, A. S., 2013, “University at Buffalo—Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall—Specimen SW1, SW2, SW3, SW4, SW5, SW6, SW7, SW8, SW9, SW10, SW11, SW12,” Network for Earthquake Engineering Simulation (distributor). doi: 10.4231/D3542J820, 10.4231/D38W3825B, 10.4231/D32B8VB8X, 10.4231/D3639K516, 10.4231/D3RX93D28, 10.4231/D3WP9T661, 10.4231/D31G0HV0P, 10.4231/D3XP6V35S, 10.4231/D3SX6492H, 10.4231/D3P55DG82, 10.4231/D3JD4PP4X, 10.4231/D3DN3ZW0S
16. Nikon Metrology Inc., 2013, Krypton K600 Optical Measurement System, www.nikonmetrology.com.
17. Popovics, S., 1973, “A Numerical Approach to the Complete Stress-Strain Curve of Concrete,” Cement and Concrete Research, V. 3, No. 5, pp. 583-599. doi: 10.1016/0008-8846(73)90096-310.1016/0008-8846(73)90096-3 ↗
18. Sozen, M. A., and Moehle, J. P., 1993, “Stiffness of Reinforced Concrete Walls Resisting In-Plane Shear,” Report No. EPRI TR-102731, Electrical Power Research Institute, Palo Alto, CA.
19. Vecchio, F. J., and Collins, M. P., 1986, “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear,” ACI Journal Proceedings, V. 83, No. 2, Mar.-Apr., pp. 219-231.10.14359/10416 ↗
20. Vecchio, F. J., and Wong, P. S., 2002, VecTor2 and FormWorks User’s Manual, University of Toronto, Toronto, ON, Canada.
21. Whyte, C. A., and Stojadinovic, B., 2013, “Hybrid Simulation of the Seismic Response of Squat Reinforced Concrete Shear Walls,” PEER Report 2013/02, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Berkeley, CA, 227 pp.
22. Wood, S. L., 1990, “Shear Strength of Low-Rise Reinforced Concrete Walls,” ACI Structural Journal, V. 87, No. 1, Jan.-Feb., pp. 99-107.10.14359/2951 ↗