1 |
American Institute of Steel Construction (2004), Seismic Provisions for Structural Steel Buildings, Draft of ANSI/AISC 341-05
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2 |
American Society of Civil Engineers (ASCE) (2003), Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-02
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3 |
Federal Emergency Management Agency (FEMA) (1997), NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Report No. FEMA 273, prepared by the Applied Technology Council for FEMA, Washington, D.C.
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4 |
Hamburger, R. O. and Whittaker, A. S. (2004), Design of Steel Structures for Blast-Related Progressive Collapse Resistance, March 2004, Modern Steel Construction, pp.45-51
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5 |
Lee, C-. H. and Kim, J-. H. (2006), Effects Panel Zone Strength on Cyclic Performance of Reduced Beam Section Steel Moment Connections, International Colloquium on Stability and Ductility of Steel Structures, Lisbon, Portugal
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6 |
Powell, G. (2003), Collapse Analysis Made Easy (More or Less), Proceedings, Los Angeles Tall Buildings Structural Design Council Annual Meeting, Los Angeles
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7 |
Gupta, A., and Krawinkler, H. (1999), Seismic Demands for Performance Evaluation of Steel Moment Resisting Frame Structures, John A. Blume Earthquake Engrg, Ctr, Rep. No. 132, Dept. of Civ. Engrg., Stanford University, Stanford, Calif
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8 |
Department of Defense (2004), Design of Buildings to Resist Progressive Collapse, Unified Facilities Criteria (UFC) 4-023-03, approved for public release, distribution unlimited
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9 |
American Institute of Steel Construction (AISC) (2004), Facts for Steel Buildings: Blast and Progressive Collapse, AISC
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10 |
American Concrete Institute (ACI) (2002), Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (ACI 318R-02), ACI
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11 |
Federal Emergency Management Agency (FEMA) (2000), NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Report No. FEMA 356, prepared by the Applied Technology Council for FEMA, Washington, D.C.
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12 |
U.S. General Service Administration (GSA) (2003), Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects
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13 |
HKS (2001), ABAQUS/Standard User's Manual version 6.2, Hibbitt, Karlsson & Sorensen, Inc., Pawtucket, Rhode Island
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14 |
황성윤, 문태섭, 선병택 (1984), H형단면 철골보의 내력에 관 한 연구, 대한건축학회 추계학술발표회, 제4권, 제2호, pp.201-204
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