A model for progressive collapse of conventional framed buildings

17th Analysis and Computation Specialty Conference

Volumn 2006, Issue , 2006, Pages 4-

  Cesare, Mark A ^a   Archilla, Juan C ^a  

^a APPLIED RESEARCH ASSOCIATES   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ACCIDENT PREVENTION; BENDING (DEFORMATION); EIGENVALUES AND EIGENFUNCTIONS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STRUCTURAL DESIGN;

AXIAL BUCKLING; STRUCTURAL PERFORMANCE; TORSION BUCKLING;

SYSTEMS ANALYSIS;

EID: 33845710655     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40878(202)13     Document Type: Conference Paper

References (10)

1. ACI Masonry Standards Joint Committee, Building Code Requirements for Masonry Structures. (ACI 530-95/ASCE 5-95/TMS 402-95). 1998.
2. ACI, Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (ACI 318R-02). 2002.
3. AF&PA/ASCE 16-95, Standard for Load and Resistance Factor (LFRD) for Engineered Wood Construction. 1996.
4. American Society of Civil Engineers (1996). Building Code Requirements for Masonry Structures. Reston, VA.
5. Kim, S., Kim, Y., and Choi, S., Nonlinear Analysis of 3-D Steel Frames, J. of Thin-walled Structures, 39 (2001), pp. 445-461.
6. Przemieniecki, J. S., Theory of Matrix Structural Analysis, Dover Publications, New York, 1985.
7. Smith, J., Brodaw, K., Herrie, K., and Hall, B., The Potential for Progressive Collapse, The Construction Specifier, December 2003.
8. Weaver, W., and P. R. Johnston, "Finite Elements for Structural Analysis," Prentice-Hall, Inc., NJ
9. nd Edition. 1993.
10. U.S. Army Corps of Engineers, NAVFAC, Design of Buildings to Resist Progressive Collapse, United Facilities Criteria (UFC) 4-023-03, January, 2005.