Progressive Collapse Resistance Demand of RC Frames under Catenary Mechanism
Source abstract
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 · Fire effects on concrete materials · Structural Behavior of Reinforced Concrete
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (25)
Show source-provided references
1. Mitigating Risk from Abnormal Loads and Progressive Collapse10.1061/(ASCE)0887-3828(2006)20:4(315) ↗
2. Experimental Study on Progressive Collapse-Resistant Behavior of Reinforced Concrete Frame Structures
3. Progressive Collapse Resistance of Axially-Restrained Frame Beams
4. Testing and Analysis of Steel and Concrete Beam-Column Assemblies under a Column Removal Scenario10.1061/(ASCE)ST.1943-541X.0000422 ↗
5. Experimental and Numerical Investigation on Progressive Collapse Resistance of Reinforced Concrete Beam Column Sub-Assemblages10.1016/j.engstruct.2011.08.040 ↗
6. Bar Fracture Modeling in Progressive Collapse Analysis of Reinforced Concrete Structures10.1016/j.engstruct.2010.10.023 ↗
7. Macromodel-Based Simulation of Progressive Collapse: RC Frame Structures10.1061/(ASCE)0733-9445(2008)134:7(1079) ↗
8. Finite Element Modelling of Reinforced Concrete Framed Structures including Catenary Action10.1016/j.compstruc.2010.01.002 ↗
9. Punching Shear Strength of Simply Supported Ferrocement Slabs10.1061/(ASCE)0899-1561(2001)13:6(418) ↗
10. UFC 4-023-03, “Design of Buildings to Resist Progressive Collapse,” Department of Defense, Washington, DC, 2010, 181 pp.
11. EN 1992-1-1:2004, “Eurocode 2: Design of Concrete Structures. Part 1: General Rules and Rules for Buildings,” European Committee for Standardization, Brussels, Belgium, 2004, 226 pp.
12. BS8110, “Structural Use of Concrete, Part 1: Code of Practice for Design and Construction,” British Standard Institute, London, UK, 1997, 164 pp.
13. An Improved Tie Force Method for Progressive Collapse Resistance Design of Reinforced Concrete Frame Structures10.1016/j.engstruct.2011.06.017 ↗
14. Practical Means for Energy-Based Analyses of Disproportionate Collapse Potential10.1061/(ASCE)0887-3828(2006)20:4(336) ↗
15. Progressive Collapse of Multi-Storey Buildings due to Sudden Column Loss—Part I: Simplified Assessment Framework10.1016/j.engstruct.2007.07.011 ↗
16. An Energy-Based Partial Pushdown Analysis Procedure for Assessment of Disproportionate Collapse Potential10.1016/j.jcsr.2010.09.001 ↗
17. Marchand, K. A.; McKay, A. E.; and Stevens, D. J., “Development and Application of Linear and Non-Linear Static Approaches in UFC 4-023-03,”Proceedings of the 2009 Structures Congress, Austin, TX, 2009, pp. 1-10.10.1061/41031(341)191 ↗
18. A New Perspective on the Effects of Abrupt Column Removal10.1016/j.engstruct.2008.11.022 ↗
19. Investigation of Progressive Collapse Resistance and Inelastic Response for an Earthquake-Resistant RC Building Subjected to Column Failure10.1016/j.engstruct.2008.05.031 ↗
20. An Analytical Methodology for the Dynamic Amplification Factor in Progressive Collapse Evaluation of Building Structures10.1016/j.mechrescom.2009.11.001 ↗
21. UFC 4-023-03, “Design of Structures to Resist Progressive Collapse,” Department of Defense, Washington, DC, 2005, 176 pp.
22. U. S. General Services Administration, “Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects,” Washington, DC, 2003, 119 pp.
23. Collapse Simulation of Reinforced Concrete High-Rise Building Induced by Extreme Earthquakes10.1002/eqe.2240 ↗
24. GB50010-2002, “Code for Design of Concrete Structures,” The Ministry of Construction of the People’s Republic of China, Beijing, China, 2002, 425 pp.
25. GB50011-2001, “Code for Seismic Design of Buildings,” The Ministry of Construction of the People’s Republic of China, Beijing, China, 2001, 483 pp.