1 |
American Institute of Steel Construction (AISC)(2004) Facts for Steel Buildings: Blast and Progressive Collapse, AISC
|
2 |
General Services Administration(2003) Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects, Washington, D.C
|
3 |
Guo, W. and Gilsanz, R.(2003) Simple Nonlinear Static Analysis Procedure for Progressive Collapse Evaluation, Proceedings of Blast and Progressive Collapse Symposium, AISC, pp. 97-106
|
4 |
Gupta, A., and Krawinkler, H.(1999) Seismic Demands for Performance Evaluation of Steel Moment Resisting Frame Structures, John A. Blume Earthquake Engrg, Ctr, Report No. 132, Dept. of Civ. Engrg., Stanford University, Stanford, Calif
|
5 |
HKS(2006) ABAQUS/Standard User's Manual version 6.6, Hibbitt, Karlsson & Sorensen, Inc., Pawtucket, Rhode Island
|
6 |
Powell, G.(2003) Collapse Analysis Made Easy (More or Less), Proceedings of Los Angeles Tall Buildings Structural Design Council Annual Meeting, Los Angeles, USA
|
7 |
Khandelwal, K. and El-Tawil, S.(2007) Collapse Behavior of Steel Special Moment Resisting Frame Connections, Journal of Structural Engineering, Vol. 133, No. 5, pp. 646-655
DOI
ScienceOn
|
8 |
Marjanishvili, S. and Agnew, E.(2006) Comparison of Various Procedures for Progressive Collapse Analysis, Journal of Performance of Constructed Facilities, ASCE, pp. 365-374
DOI
ScienceOn
|
9 |
Hilber, H.M., Hughes, T.J.R., and Taylor, R.L.(1977) Improved Numerical Dissipation for Time Integration Algorithms in Structural Dynamics, Earthquake Engineering and Structural Dynamics, Vol. 5, pp. 283-292
DOI
|
10 |
Newmark, N.M.(1959) A Method of Computation for Structural Dynamics, Journal of the Engineerin Mechanics, pp. 67-94
|
11 |
Department of Defense(2005) Design of Buildings to Resist Progressive Collapse, Unified Facilities Criteria (UFC) 4-023-03, approved for public release, distribution unlimited
|
12 |
Marjanishvili, S.(2004) Progressive Analysis Procedure for Porgressivfe Collapse, Journal of Performance of Constructed Facilities, ASCE, pp. 79-85
|
13 |
Iwankiw, N. and Zoruba, S.(2002) Steel Moment Frames: Resolution of Recent Seismic Detailing and Material Shape Issues, Journal of Constructional Steel Research, Vol. 58, No. 5, pp. 495-510
DOI
ScienceOn
|
14 |
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
|
15 |
Longinow, A. and Alfawakhiri, F.(2003) Blast Resistant Design with Structural Steel, Modern Steel Construction, pp. 61-66
|
16 |
American Institute of Steel Construction(2004) Seismic Provisions for Structural Steel Buildings, Draft of ANSI/AISC 341-05
|
17 |
이철호, 김선웅(2007) 철골모멘트골조이 비선형 정적 연쇄붕괴 근사해석, 한국강구조학회 논문집, 한국강구조학회, 제19권, 제4호, pp. 383 -393
|
18 |
Powell, G.(2005) Progressive Collapse: Case Studies using Nonlinear Analysis, Proceedings of the 2005 ASCE Structures Congress, ASCE, New York, USA
|