journal article·2023-03-01

Compressive Behavior of Thin Rectangular Boundary Elements

Authors not provided

ACI Structural Journal· Volume 120· Issue 2
Publisher page

Abstract

First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Please select a country... Afghanistan Åland Islands Albania Algeria American Samoa Andorra Angola Anguilla Antarctica Antigua And Barbuda Argentina Armenia Aruba Australia Austria Azerbaijan Bahamas Bahrain Bangladesh Barbados Belarus Belgium Belize Benin Bermuda Bhutan Bolivia Bonaire, Sint Eustatius and Saba Bosnia and Herzegovina Botswana Bouvet Island Brazil British Antarctic Territory British Indian Ocean Territory British Overseas Territory Brunei Darussalam Bulgaria Burkina Faso Burundi Cabo Verde Cambodia Cameroon Canada Cayman Islands Central African Republic Chad Chile China Christmas Island Cocos (Keeling) Islands Colombia Comoros Congo Congo, Democratic Republic of the Cook Islands Costa Rica Côte d'Ivoire Croatia Cuba Curaçao Cyprus Czech Republic Denmark Djibouti Dominica Dominican Republic Ecuador Egypt El Salvador Equatorial Guinea Eritrea Estonia Ethiopia Falkland Islands Faroe Islands Fiji Finland France French Guiana French Polynesia French Southern Territories Gabon Gambia Georgia Germany Ghana Gibraltar Greece Greenland Grenada Guadeloupe Guam Guatemala Guernsey Guinea Guinea-Bissau Guyana Haiti Heard Island and McDonald Islands Holy See (Vatican City) Honduras Hong Kong Hungary Iceland India Indonesia Iran, Islamic Republic of Iraq Ireland Isle of Man Israel Italy Jamaica Japan Jersey Jordan Kazakhstan Kenya Kiribati Korea (the Republic of) Korea, Democratic People's Republic of Kosovo, Republic of Kuwait Kyrgyzstan Lao People's Democratic Republic Latvia Lebanon Lesotho Liberia Libya Liechtenstein Lithuania Luxembourg Macau Macedonia, Former Yugoslav Republic of Madagascar Malawi Malaysia Maldives Mali Malta Marshall Islands Martinique Mauritania Mauritius Mayotte Mexico Micronesia, Federated States of Moldova, Republic of Monaco Mongolia Montenegro Montserrat Morocco Mozambique Myanmar Namibia Nauru Nepal Netherlands New Caledonia New Zealand Nicaragua Niger Nigeria Niue Norfolk Island Northern Mariana Islands Norway Oman Pakistan Palau Palestine, State of Panama Papua New Guinea Paraguay Peru Philippines Pitcairn Poland Portugal Puerto Rico Qatar Réunion Romania Russian Federation Rwanda Saint Barthélemy Saint Kitts And Nevis Saint Lucia Saint Martin (French part) Saint Pierre and Miquelon Samoa San Marino Sao Tome And Principe Saudi Arabia Senegal Serbia Seychelles Sierra Leone Singapore Sint Maarten (Dutch part) Slovakia Slovenia Solomon Islands Somalia South Africa South Georgia South Sudan Spain Sri Lanka St Vincent And Grenadines St. Helena Ascensian and Tristan da Aunh Sudan Suriname Svalbard and Jan Mayen Swaziland Sweden Switzerland Syrian Arab Republic Taiwan Tajikistan Tanzania, United Republic of Thailand Timor-Leste Togo Tokelau Tonga Trinidad And Tobago Tunisia Turkey Turkmenistan Turks And Caicos Islands Tuvalu Uganda Ukraine United Arab Emirates United Kingdom United States United States Minor Outlying Islands Uruguay Uzbekistan Vanuatu Venezuela Viet Nam Virgin Islands (British) Virgin Islands (U.S.) Wallis And Futuna Islands Western Sahara Yemen Zambia Zimbabwe Country/Territory is required
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Structural Response to Dynamic Loads · Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis

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

References (43)

Show source-provided references
1. ACI Committee 318, 2011, “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary (ACI 318R-11),” American Concrete Institute, Farmington Hills, MI, 473 pp.
2. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 503 pp.
3. 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.
4. Arteta, C. A., 2015, “Seismic Response Assessment of Thin Boundary Elements of Special Concrete Shear Walls,” PhD thesis, University of California, Berkeley, Berkeley, CA, https://search.proquest.com/docview/2031098506?accountid=41515.
5. ASTM A706/A706M-9b, 2009, “Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement,” ASTM International, West Conshohocken, PA, 6 pp.
6. ASTM C39/C39M-12a, 2012, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 7 pp.
7. ASTM C469/C469M-10, 2010, “Standard Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression,” ASTM International, West Conshohocken, PA, 5 pp.
8. Bing, L.; Park, R.; and Tanaka, H., 2001, “Stress-Strain Behavior of High-Strength Concrete Confined by Ultra-High- and Normal-Strength Transverse Reinforcements,” ACI Structural Journal, V. 98, No. 3, May-June, pp. 395-406.10.14359/10228 ↗
9. Chai, Y. H., and Elayer, D. T., 1999, “Lateral Stability of Reinforced Concrete Columns under Axial Reversed Cyclic Tension and Compression,” ACI Structural Journal, V. 96, No. 5, Sept.-Oct., pp. 780-789. doi: 10.14359/73210.14359/732 ↗
10. Chu, T. C.; Ranson, W. F.; and Sutton, M. A., 1985, “Applications of Digital-Image-Correlation Techniques to Experimental Mechanics,” Experimental Mechanics, V. 25, No. 3, pp. 232-244. doi: 10.1007/BF0232509210.1007/BF02325092 ↗
11. Coleman, J., and Spacone, E., 2001, “Localization Issues in Force-Based Frame Elements,” Journal of Structural Engineering, ASCE, V. 127, No. 11, pp. 1257-1265. doi: 10.1061/(ASCE)0733-9445(2001)127:11(1257)10.1061/(ASCE)0733-9445(2001)127:11(1257) ↗
12. Comité-AIS-100, 2010, “Reglamento Colombiano de Construcción Sismo Resistente (NSR-10),” Asociación Colombiana de Ingeniería Sísmica, Bogotá, Colombia.
13. Creagh, A.; Acevedo, C.; Moehle, J. P.; Hassan, W.; and Tanyeri, A. C., 2010, “Seismic Performance of Concrete Special Boundary Element,” https://nees.org/education/for-students/reu-program/reu-archive website.
14. Instituto Nacional de Normalización, 2008, “Hormigón armado – Requisitos de diseño y cálculo,” Chile.
15. Légeron, F., and Paultre, P., 2003, “Uniaxial Confinement Model for Normal- and High-Strength Concrete Columns,” Journal of Structural Engineering, ASCE, V. 129, No. 2, pp. 241-252. doi: 10.1061/(ASCE)0733-9445(2003)129:2(241)10.1061/(ASCE)0733-9445(2003)129:2(241) ↗
16. Mander, J. B.; Priestley, M. J. N.; and Park, R., 1988a, “Observed Stress-Strain Behavior of Confined Concrete,” Journal of Structural Engineering, ASCE, V. 114, No. 8, pp. 1827-1849. doi: 10.1061/(ASCE)0733-9445(1988)114:8(1827)10.1061/(ASCE)0733-9445(1988)114:8(1827) ↗
17. Mander, J. B.; Priestley, M. J. N.; and Park, R., 1988b, “Theoretical Stress-Strain Model for Confined Concrete,” Journal of Structural Engineering, ASCE, V. 114, No. 8, pp. 1804-1826. doi: 10.1061/(ASCE)0733-9445(1988)114:8(1804)10.1061/(ASCE)0733-9445(1988)114:8(1804) ↗
18. Manrique, M. A.; Bertero, V. V.; and Popov, E. P., 1979, “Mechanical Behavior of Lightweight Concrete Confined by Different Types of Lateral Reinforcement,” Report No. UCB/EERC-79/05, Earthquake Engineering Research Center, University of California, Berkeley, Berkeley, CA, 103 pp.
19. Markeset, G., and Hillerborg, A., 1995, “Softening of Concrete in Compression - Localization and Size Effects,” Cement and Concrete Research, V. 25, No. 4, pp. 702-708. doi: 10.1016/0008-8846(95)00059-L10.1016/0008-8846(95)00059-L ↗
20. Massone, L. M.; Polanco, P.; and Herrera, P., 2014, “Experimental and Analytical Response of RC Wall Boundary Elements,” 10th US National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, AK.
21. MINVU, 2011, “Decreto 60 - Aprueba reglamento que fija los requisitos de diseño y cálculo para el hormigón armado y deroga,” Ministerio de Vivienda y Urbanismo, Decreto No 118, de 2010. Diario Oficial de la República de Chile, Santiago, Chile, Nov. 2, 2011.
22. Moehle, J. P., 1992, “Displacement‐Based Design of RC Structures Subjected to Earthquakes,” Earthquake Spectra, V. 8, No. 3, pp. 403-428. doi: 10.1193/1.158568810.1193/1.1585688 ↗
23. Moehle, J. P., 2014, Seismic Design of Reinforced Concrete Buildings, McGraw-Hill, New York.
24. Moehle, J. P., and Bavanagh, T., 1985, “Confinement Effectiveness of Crossties in RC,” Journal of Structural Engineering, ASCE, V. 111, No. 10, pp. 2105-2120. doi: 10.1061/(ASCE)0733-9445(1985)111:10(2105)10.1061/(ASCE)0733-9445(1985)111:10(2105) ↗
25. Monti, G., and Nuti, C., 1992, “Nonlinear Cyclic Behavior of Reinforcing Bars Including Buckling,” Journal of Structural Engineering, ASCE, V. 118, No. 12, pp. 3268-3284. doi: 10.1061/(ASCE)0733-9445(1992)118:12(3268)10.1061/(ASCE)0733-9445(1992)118:12(3268) ↗
26. Pantazopoulou, S. J., 1998, “Detailing for Reinforcement Stability in RC Members,” Journal of Structural Engineering, ASCE, V. 124, No. 6, pp. 623-632. doi: 10.1061/(ASCE)0733-9445(1998)124:6(623)10.1061/(ASCE)0733-9445(1998)124:6(623) ↗
27. Park, R.; Priestley, M. J. N.; and Gill, W. D., 1982, “Ductility of Square-Confined Concrete Columns,” Journal of the Structural Division, V. 108, No. 4, pp. 929-950. doi: 10.1061/JSDEAG.000593310.1061/JSDEAG.0005933 ↗
28. Parra, P. F., and Moehle, J. P., 2017, “Stability of Slender Wall Boundaries Subjected to Earthquake Loading,” ACI Structural Journal, V. 114, No. 6, Nov.-Dec., pp. 1627-1636. doi: 10.14359/5170083610.14359/51700836 ↗
29. Priestley, M. J. N.; Calvi, G. M.; and Kowalsky, M. J., 2007, Displacement Based Seismic Design of Structures. IUSS Press, Pavia, Italy.
30. Razvi, S. R., and Saatcioglu, M., 1999, “Confinement Model for High-Strength Concrete,” Journal of Structural Engineering, ASCE, V. 125, No. 3, pp. 281-289. doi: 10.1061/(ASCE)0733-9445(1999)125:3(281)10.1061/(ASCE)0733-9445(1999)125:3(281) ↗
31. Richart, F. E.; Brandtzaeg, A.; and Brown, R. L., 1929, The Failure of Plain and Spirally Reinforced Concrete in Compression, Urbana, IL.
32. Roy, H. E. H., and Sozen, M. A., 1964, “Ductility of Concrete,” Proceedings of the International Symposium on Flexural Mechanics of Reinforced Concrete, pp. 213-224.
33. Scott, B. D.; Park, R.; and Priestley, M. J. N., 1982, “Stress-Strain Behavior of Concrete Confined by Overlapping Hoops at Low and High Strain Rates,” ACI Journal Proceedings, V. 79, No. 1, Jan., pp. 13-27. doi: 10.14359/1087510.14359/10875 ↗
34. Scott, M. H., and Fenves, G. L., 2006, “Plastic Hinge Integration Methods for Force-Based Beam-Column Elements,” Journal of Structural Engineering, ASCE, V. 132, No. 2, pp. 244-252. doi: 10.1061/(ASCE)0733-9445(2006)132:2(244)10.1061/(ASCE)0733-9445(2006)132:2(244) ↗
35. Segura, C. L., and Wallace, J. W., 2018, “Impact of Geometry and Detailing on Drift Capacity of Slender Walls,” ACI Structural Journal, V. 115, No. 3, May, pp. 885-895. doi: 10.14359/5170204610.14359/51702046 ↗
36. Sheikh, S. A., and Uzumeri, S. M., 1980, “Strength and Ductility of Tied Concrete Columns,” Journal of the Structural Division, V. 106, No. 5, pp. 1079-1102. doi: 10.1061/JSDEAG.000541610.1061/JSDEAG.0005416 ↗
37. Sritharan, S.; Beyer, K.; Henry, R. S.; Chai, Y. H.; Kowalsky, M.; and Bull, D., 2014, “Understanding Poor Seismic Performance of Concrete Walls and Design Implications,” Earthquake Spectra, V. 30, No. 1, pp. 307-334. doi: 10.1193/021713EQS036M10.1193/021713EQS036M ↗
38. Standards New Zealand, 2006, “Concrete Structures Standard (NZS 3101:2006),” Wellington, New Zealand, 324 pp.
39. Takahashi, S.; Yoshida, K.; Ichinose, T.; Sanada, Y.; Matsumoto, K.; Fukuyama, H.; and Suwada, H., 2013, “Flexural Drift Capacity of Reinforced Concrete Wall with Limited Confinement,” ACI Structural Journal, V. 110, No. 1, Jan.-Feb., pp. 95-104. doi: 10.14359/5168433310.14359/51684333 ↗
40. Taleb, R.; Tani, M.; and Kono, S., 2016, “Performance of Confined Boundary Regions of RC Walls under Cyclic Reversal Loadings,” Journal of Advanced Concrete Technology, V. 14, No. 4, pp. 108-124. doi: 10.3151/jact.14.10810.3151/jact.14.108 ↗
41. Wallace, J. W.; Massone, L. M.; Bonelli, P.; Dragovich, J.; Lagos, R.; Luders, C.; and Moehle, J. P., 2012, “Damage and Implications for Seismic Design of RC Structural Wall Buildings,” Earthquake Spectra, V. 28, pp. 281-299. doi: 10.1193/1.400004710.1193/1.4000047 ↗
42. Wallace, J. W., and Orakcal, K., 2002, “ACI 318-99 Provisions for Seismic Design of Structural Walls,” ACI Structural Journal, V. 99, No. 4, July-Aug., pp. 499-508. doi: 10.14359/1211910.14359/12119 ↗
43. Welt, T. S.; Massone, L. M.; LaFave, J. M.; Lehman, D. E.; McCabe, S. L.; and Polanco, P., 2017, “Confinement Behavior of Rectangular Reinforced Concrete Prisms Simulating Wall Boundary Elements,” Journal of Structural Engineering, ASCE, V. 143, No. 4, Apr., doi: 10.1061/(ASCE)St.1943-541x.000168210.1061/(ASCE)St.1943-541x.0001682.10.1061/(ASCE)ST.1943-541X.0001682 ↗