Anchor Performance in Cyclically Loaded Shear Walls
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 Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Seismic Performance and Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (12)
Show source-provided references
1. ACI Committee 318, 2019, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19),” American Concrete Institute, Farmington Hills, MI, 624 pp.
2. ACI Committee 355, 2019, “Qualification of Post-Installed Mechanical Anchors in Concrete (ACI 355.2-19) and Commentary,” American Concrete Institute, Farmington Hills, MI, 92 pp.
3. Eligehausen, R., and Hoehler, M. S., 2003, “Testing of Post-Installed Fastenings to Concrete Structures in Seismic Regions,” fib Symposium on Concrete Structures in Seismic Regions, Athens, Greece, 12 pp.
4. Eligehausen, R.; Mallée, R.; and Silva, J. F., 2006, Anchorage in Concrete Construction, Ernst & Sohn, Berlin, Germany, 391 pp.
5. EOTA, 2013, “Guideline for European Technical Approval of Metal Anchors for Use in Concrete: Annex E: Assessment of Metal Anchors under Seismic Action (ETAG 001),” European Organisation for Technical Approvals, Brussels, Belgium, 42 pp.
6. Faraone, G.; Hutchinson, T. C.; Piccinin, R.; and Silva, J., 2019a, “Cyclic Lateral Load Response of a Full-Scale Flexure-Dominated Shear Wall,” ACI Structural Journal, V. 116, No. 6, Nov., pp. 281-292. doi: 10.14359/5171806810.14359/51718068 ↗
7. Faraone, G.; Hutchinson, T. C.; Piccinin, R.; and Silva, J., 2019b, “Performance of Post-Installed Anchors in a Progressively Damaged Concrete Shear Wall,” ACI Structural Journal, V. 116, No. 6, Nov., pp. 293-306. doi: 10.14359/5171806910.14359/51718069 ↗
8. Faraone, G.; Hutchinson, T. C.; Piccinin, R.; and Silva, J. F., 2022, “Seismic Performance of Varying Aspect Ratio Full-Scale Concrete Walls,” ACI Structural Journal, V. 119, No. 6, Nov., pp. 19-34.10.14359/51737173 ↗
9. FEMA 356, 2000, “Prestandard and Commentary for the Seismic Rehabilitation of Buildings,” Federal Emergency Management Agency, Washington, DC, 518 pp.
10. Fuchs, W.; Eligehausen, R.; and Breen, J. E., 1995, “Concrete Capacity Design (CCD) Approach for Fastening in Concrete,” ACI Structural Journal, V. 92, No. 1, Jan.-Feb., pp. 73-94.10.14359/1533 ↗
11. Mahrenholtz, P.; Eligehausen, R.; Hutchinson, T. C.; and Hoehler, M. S., 2016, “Behavior of Post-Installed Anchors Tested by Stepwise Increasing Cyclic Load Protocols,” ACI Structural Journal, V. 113, No. 5, Sept.-Oct., pp. 997-1008. doi: 10.14359/5168902310.14359/51689023 ↗
12. Salonikios, T. N.; Kappos, A. J.; Tegos, I. A.; and Penelis, G. G., 2000, “Cyclic Load Behavior of Low-Slenderness Reinforced Concrete Walls: Failure Modes, Strength and Deformation Analysis, and Design Implications,” ACI Structural Journal, V. 97, No. 1, Jan.-Feb., pp. 132-142.10.14359/842 ↗