Performance of Reinforced Concrete Coupling Beams Subjected to Simulated Wind Loading
Source abstract
Abstract
First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short
Research context
OpenAlex topics: Structural Engineering and Vibration Analysis · Structural Behavior of Reinforced Concrete · Wind and Air Flow Studies
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (18)
Show source-provided references
1. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 519 pp.
2. ACI Committee 363, 2010, “Report on High Strength Concrete (ACI 363R-10),” American Concrete Institute, Farmington Hills, MI, 75 pp.
3. ASCE/SEI, 2016, “Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-16),” American Society for Civil Engineers, Reston, VA, 690 pp.
4. ASTM C31/C31M-19, 2019, “Standard Practice for Making and Curing Concrete Test Specimens in the Field,” ASTM International, West Conshohocken, PA, 6 pp.
5. ASTM C39/C39M-18, 2018, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 8 pp.
6. Galano, L., and Vignoli, A., 2000, “Seismic Behavior of Short Coupling Beams with Different Reinforcement Layouts,” ACI Structural Journal, V. 97, No. 6, Nov.-Dec., pp. 876-885.10.14359/9633 ↗
7. IBC, 2018, “International Building Code (IBC 2018),” International Code Council, Falls Church, VA.
8. Kwan, A. K. H., and Zhao, Z. Z., 2001, “Testing of Coupling Beams with Equal End Rotations Maintained and Local Joint Deformation Allowed,” Structures and Buildings, V. 152, No. 1, pp. 67-78.10.1680/stbu.152.1.67.40880 ↗
9. LATBSDC, 2017, “An Alternative Procedure for Seismic Analysis and Design of Tall Buildings Located in the Los Angeles Region,” Los Angeles Tall Buildings Structural Design Council, Los Angeles, CA.
10. Motter, C. J.; Fields, D. C.; Hooper, J. D.; Klemencic, R.; and Wallace, J. W., 2017, “Steel-Reinforced Concrete Coupling Beams. Part II: Modeling,” Journal of Structural Engineering, ASCE, V. 143, No. 3, p. 1067-1075, doi: 10.1061/(ASCE)ST.1943-541X.000167010.1061/(ASCE)ST.1943-541X.0001671 ↗
11. Naish, D.; Fry, A.; Klemencic, R.; and Wallace, J., 2013, “Reinforced Concrete Coupling Beams. Part I: Testing,” ACI Structural Journal, V. 110, No. 6, Nov.-Dec., pp. 1057-1066.10.14359/51686160 ↗
12. Paulay, T., and Binney, J. R., 1974, “Diagonally Reinforced Coupling Beams of Shear Walls,” Shear in Reinforced Concrete, SP-42, American Concrete Institute, Farmington Hills, MI, pp. 579-598.
13. Poudel, A.; Lequesne, R.; and Lepage, A., 2018, “Diagonally Reinforced Concrete Coupling Beams: Effects of Axial Restraint,” SL Report 18-3, University of Kansas, Lawrence, KS.
14. Tassios, T. P.; Moretti, M.; and Bezas, A., 1996, “On the Coupling Behavior and Ductility of Reinforced Concrete Coupling Beams of Shear Walls,” ACI Structural Journal, V. 93, No. 6, Nov.-Dec., pp. 711-720.10.14359/518 ↗
15. TBI, 2017, “Guidelines for Performance-Based Seismic Design of Tall Buildings,” Tall Building Initiative, Pacific Earthquake Engineering Research Center, Berkeley, CA.
16. Tauberg, N. A.; Kolozvari, K.; and Wallace, J. W., 2019, “Ductile-Reinforced Concrete Coupled Walls: P695 Study,” Report SEERL 2019, University of California, Los Angeles, Los Angeles, CA, 147 pp.
17. UBC, 1997, “Uniform Building Code (UBC-97),” International Council of Building Code Officials, Whittier, CA, pp. 699-729.
18. Xiao, Y.; Esmaeily-Ghasemabadi, A.; and Wu, H., 1999, “High-Strength Concrete Beams Subjected to Cyclic Shear,” ACI Structural Journal, V. 96, No. 3, May-June, pp. 392-399.10.14359/673 ↗