Progressiver Kollaps von Bauwerken
Source abstract
Abstract
Abstract Das Versagen eines Tragwerkselements kann zum Versagen anderer Tragwerkselemente führen. Auf diese Weise kann sich das Versagen als progressiver Kollaps durch große Teile oder die Gesamtheit des Bauwerks fortpflanzen. Es wird ein Überblick über den aktuellen Stand der Forschung im Bereich des progressiven Kollapses gegeben. Grundlagen für eine künftig regelhafte Gewährleistung von Resistenz gegen progressiven Kollaps werden dargelegt. Untersuchungsmethoden sowie Entwurfs‐ und Nachweisregeln werden diskutiert.
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Research context
OpenAlex topics: Structural Response to Dynamic Loads · Concrete Corrosion and Durability · Civil and Structural Engineering Research
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (49)
Show source-provided references
1. Probability of failure from abnormal load
2. Zum progressiven Kollaps mehrfeldriger Brückentragwerke
3. Storage system criteria for hazardous products
4. Wearne P.: Collapse – When Buildings Fall Down. New York: TV Books L.L.C. 2000.
5. Scheer J.: Versagen von Bauwerken. Berlin: Ernst & Sohn Band 1: 2000 Band 2: 2001.
6. Ursachen für den Teil‐Einsturz des “Viadotto Cannavino” bei Agro di Celico
7. Lee M. S.: Collapse of Haeng‐Ju Grand Bridge. VSL Korea Seoul 1998.
8. Oklahoma City aftermath
9. Corley W. G.; Sozen M. A.; Thornton C. H.; Mlakar P. F.: The Oklahoma City Bombing: Improving Building Performance through Multi‐Hazard Mitigation. Federal Emergency Management Agency Mitigation Directorate FEMA Report 277 1996.
10. The Oklahoma City Bombing: summary and recommendations for multihazard mitigation
11. Bažant Z. P.; Zhou Y.: Why did the World Trade Center collapse? Society for Industrial and Applied Mathematics News Vol. 34 (2001) No. 8.
12. Starossek U.: Progressiver Kollaps von Tragwerken. WKP Ingenieurforum WKP König und Partner Hamburg 4. Dezember 2001.
13. Federal Emergency Management Agency – Federal Insurance and Mitigation Administration: World Trade Center Building Performance Study. FEMA Report 403 2002. Auszug in ASCE Civil Engineering Vol. 72 (2002) No. 5.
14. Breen J. E.: Research workshop on progressive collapse of building structures. University of Texas at Austin November 1975 Nat. Bureau of Standards Washington D.C.
15. Progressive collapse – symposium summary
16. Amrhein E.: Progressive collapse of masonry structures. Proc. First North American Masonry Conf. Boulder Colorado 1978.
17. McConnel R. E.; Kelly S. J.: Structural aspects of the progressive collapse of warehouse racking. The Structural Engineer Vol. 61A (1983) No. 11.
18. Preventing progressive collapse of slab structures
19. Andrews K. R. F.; England G. L.: A computer program for the progressive collapse analysis of steel frames subject to fire. Proc. Int. Conf. on Mechanics of Solids and Materials Engineering Singapore June 1995.
20. Gilmour J. R.; Virdi K. S.: Numerical modelling of the progressive collapse of framed structures as a result of impact or explosion. 2nd Int. Ph.D. Symposium in Civil Engineering Budapest Hungary August 1998.
21. Progressive collapse: U.S. Office Building in Moscow
22. Bridge progressive collapse vulnerability
23. Leyendecker E. V.; Ellingwood B. R.: Design methods for reducing the risk of progressive collapse in buildings. Nat. Bureau of Standards Building Science Ser. Vol. 98 (1977).10.6028/NBS.BSS.98 ↗
24. Progressive collapse resistant design
25. Bennett R. M.: Formulations for probability of progressive collapse. Elsevier Structural Safety Vol. 5 (1988) No. 1.10.1016/0167-4730(88)90006-9 ↗
26. Unempfindliche Tragwerke – Entwurf und Konstruktion
27. Robuste Tragwerke – Vorschläge zu Entwurf und Konstruktion
28. Multihazard Mitigation Council of the National Institute of Building Sciences: Workshop on Prevention of Progressive Collapse. Chicago July 2002 MMC Report Washington D.C 2003.
29. Precast/Prestressed Concrete Institute: Blast and Progressive Collapse Resistance of Precast and Prestressed Concrete Structures. PCI Workshop Chicago April 2004.
30. Comite Euro‐International du Beton: CEB‐FIP Model Code 1990. Bulletin d′Information No. 203 Lausanne 1991.
31. EN 1990:2002 – Eurocode 0: Grundlagen der Tragwerksplanung. Oktober 2002.
32. DIN 1055‐100 Einwirkungen auf Tragwerke Teil 100: Grundlagen der Tragwerksplanung Sicherheitskonzept und Bemessungsregeln. März 2001.
33. Project Team Draft prEN 1991‐1‐7: General Actions – Accidental Actions. July 2004.
34. Post‐Tensioning Institute: Recommendations for Stay Cable Design Testing and Installation. PTI Cable‐Stayed Bridges Committee Phoenix Arizona 4th Edition 2001.
35. BS5950‐1:2000 Structural use of steelwork in building – Part 1: Code of practice for design – Rolled and welded sections. August 2001.
36. Moore D. B.: The UK and European regulations for accidental actions. Workshop paper siehe [28] Anhang D 2003.
37. The Building Regulations 2000 – Structure: Approved Document A. The Stationery Office (TSO) December 2004.
38. Dusenberry D. O.; Juneja G.: Review of existing guidelines and provisions related to progressive collapse. Workshop paper siehe [28] Anhang D 2003.
39. National Research Council Canada: National Building Code of Canada 1995. Ottawa Canada.
40. American Society of Civil Engineers: Minimum Design Loads for Buildings and Other Structures (ASCE 7‐02). Reston VA 2002.
41. American Concrete Institute Committee 318: Building Code Requirements for Structural Concrete (ACI 318‐02) and Commentary (ACI 318R‐02). Farmington Hills MI 2002.
42. U.S. General Services Administration and Applied Research Associates: Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects. November 2000.
43. Applied Research Associates: Progressive collapse analysis and design guidance – Summary report documenting the literature review findings. U.S. General Services Administration 1998.
44. Discussion of “Ghali, A.; Tadros, G.: Bridge progressive collapse vulnerability”
45. Progressive collapse study of a multi‐span bridge
46. American Association of State and Highway Transportation Officials: Standard Specifications for Highway Bridges. 17th Edition 2002.
47. American Society of Civil Engineers: Structural Design for Physical Security. Reston VA 1999.
48. Corley G.: Applicability of seismic design in mitigating progressive collapse. Workshop paper siehe [28] Anhang D 2003.
49. Astaneh‐Asl A.: Progressive collapse prevention in new and existing buildings. Proc. 9th Arab Structural Engineering Conf. Abu Dhabi UAE Nov. 29‐Dec. 1 2003.