Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading

Journal of Structural Engineering

Volumn 137, Issue 11, 2011, Pages 1291-1302

  Lignos, Dimitrios G ^a   Krawinkler, Helmut ^b  

^a MCGILL UNIVERSITY   (Canada)

^b Stanford University   (United States)

Author keywords

Component deterioration; Deterioration models; Moment rotation relationships; Reduced beam section; Residual strength; Sidesway collapse; Steel database; Steel moment connections

Indexed keywords

DETERIORATION MODELS; MOMENT-ROTATION RELATIONSHIP; REDUCED BEAM SECTION; RESIDUAL STRENGTH; SIDESWAY COLLAPSE; STEEL MOMENT CONNECTIONS;

DATABASE SYSTEMS; EARTHQUAKE RESISTANCE; EARTHQUAKES; LOADING; MATHEMATICAL MODELS; ROTATION; STEEL BEAMS AND GIRDERS;

DETERIORATION;

EID: 79958093350     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000376     Document Type: Article

References (52)

1. American Institute of Steel Construction (AISC). (2005). Seismic provisions for structural steel buildings, including supplement No. 1, Chicago
2. Allen, J., Partridge, J. E., and Richard, R. M. (1996). Stress distribution in welded/bolted beam to column moment connections.. Internal Rep., Seismic Structural Design Association, Inc., Los Angeles
3. Axhag, F. (1995). Plastic design of composite bridges allowing for local buckling.. Rep. 95-09T, Lulea Univ. of Technology, Lulea, Sweeden.
4. Baber, T., and Noori, M. N. (1985). Random vibration of degrading, pinching systems.. J. Eng. Mech. 0733-9399, 111 (8), 1010-1026. 10.1061/(ASCE)0733-9399(1985)111:8(1010) (Pubitemid 15565772)
5. Berry, M., Parrish, M., and Eberhard, M. (2004). PEER structural performance database user's manual, Pacific Engineering Research Center, Univ. of California, Berkeley, CA, 38.
6. Bouc, R. (1967). Forced vibration of mechanical systems with hysteresis.. Abstract Proc., 4th Conference on Nonlinear Oscillations, Academia, Prague, Czechoslovakia.
7. Casciati, F. (1989). Stochastic dynamics of hysteretic media.. Struct. Saf. 0167-4730, 6, 259-269. 10.1016/0167-4730(89)90026-X (Pubitemid 20662640)
8. Chatterjee, S., Hadi, A. S., and Price, B. (2000). Regression analysis by example, 3rd Ed., Wiley, New York.
9. Dennis, J. E. Jr. (1977). Nonlinear least-squares, state of the art in numerical analysis, D. Jacobs, ed., Academic Press, 269-312.
10. Engelhardt, M. D., Fry, D. T., and Venti, M. J. (2000). Behavior and design of radius cut reduced beam section connections.. Rep. No. SAC/BD-00/17, SAC Joint Venture, Sacramento, CA.
11. Federal Emergency Management Agency (FEMA). (2000 a). Recommended seismic design criteria for new steel moment frame buildings.. Rep. FEMA 350, Washington, DC.
12. Federal Emergency Management Agency (FEMA). (2000 b). Prestandard and commentary for the seismic rehabilitation of buildings.. Rep. FEMA 356, Washington, DC.
13. Federal Emergency Management Agency (FEMA). (2009). Quantification of building seismic performance factors.. Rep. FEMA P695, Washington, DC.
14. Haselton, C. B., and Deierlein, G. G. (2007). Assessing seismic collapse safety of modern reinforced concrete moment frames.. Rep. No. TB 157, John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA.
15. Ibarra, L. F., and Krawinkler, H. (2005). Global collapse of frame structures under seismic excitations.. Rep. No. TB 152, The John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA.
16. Ibarra, L. F., Medina, R., and Krawinkler, H. (2002). Collapse assessment of deteriorating SDOF systems.. Proc. 12th European Conf. on Earthquake Engineering, Paper 665, Elsevier Science, London.
17. Ibarra, L. F., Medina, R. A., and Krawinkler, H. (2005). Hysteretic models that incorporate strength and stiffness deterioration.. Earthquake Eng. Struct. Dyn. 1096-9845, 34 (12), 1489-1511. 10.1002/eqe.495 (Pubitemid 41419658)
18. Iwan, W. D. (1966). A distributed-element model for hysteresis and its steady-state dynamic response.. J. Appl. Mech. 0021-8936, 33 (4), 893-900. 10.1115/1.3625199
19. Jin, J., and El-Tawil, S. (2003). Inelastic cyclic model for steel braces.. J. Eng. Mech. 0733-9399, 129 (5), 548-557. 10.1061/(ASCE)0733- 9399(2003)129:5(548) (Pubitemid 36558088)
20. Krawinkler, H., Zohrei, M., Irvani, B. L., Cofie, N., and Tamjed, H. H. (1983). Recommendations for experimental studies on the seismic behavior of steel components and materials.. Rep. No. TB 61, The John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA.
21. Lay, M. G. (1965). Flange local buckling in wide-flange shapes.. J. Struct. Div. 0044-8001, 91 (ST6), 95-116.
22. Lay, M. G., and Galambos, T. V. (1966). Bracing requirements for inelastic steel beams.. J. Struct. Div. 0044-8001, 92 (ST2), 207-228.
23. Lignos, D. G., Hikino, T., Matsuoka, Y., and Nakashima, M. (2010). Collapse assessment of steel moment frames based on E-defense full scale shake table collapse tests.. Proc., 13th Japan Earthquake Engineering Symp., Japanese Association for Earthquake Engineering, Tokyo.
24. Lignos, D. G., and Krawinkler, H. (2007). A database in support of modeling of component deterioration for collapse prediction of steel frame structures.. Proc. ASCE Structures Congress, SEI institute, Long Beach, CA.
25. Lignos, D. G., and Krawinkler, H. (2009). Sidesway collapse of deteriorating structural systems under seismic excitations.. Rep. No. TB 172, The John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA.
26. Lignos, D. G., and Krawinkler, H. (2010). A steel database for component deterioration of tubular hollow square steel columns under varying axial load for collapse assessment of steel structures under earthquakes.. Proc. 7th Int. Conf. on Urban Earthquake Engineering (7CUEE), Center for Urban Earthquake Engineering, Tokyo Institute of Technology, Tokyo.
27. Lignos, D. G., Krawinkler, H., and Whittaker, A. S. (2011). Prediction and validation of sidesway collapse of two scale models of a 4-story steel moment frame.. Earthquake Eng. Struct. Dyn. 1096-9845, 40 (7), 807-825. 10.1002/eqe.1061
28. Ma, F., Ng, C. H., and Ajavakom, N. (2006). On system identification and response prediction of degrading structures.. Struct. Contr. Health Monit., 13 (1), 347-364. 1545-2255 10.1002/stc.122 (Pubitemid 43266670)
29. Medina, R., and Krawinkler, H. (2003). Seismic demands for nondeteriorating frame structures and their dependence on ground motions.. Rep. No. TB 144, The John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA.
30. Medsker, L. R., and Jain, L. C. (2000). Recurrent neural networks: Design and applications, CRC Press, Boca Raton, FL.
31. Mostaghel, N. (1999). Analytical description of pinching, degrading hysteretic systems.. J. Eng. Mech. 0733-9399, 125 (2), 216-224. 10.1061/(ASCE)0733-9399(1999)125:2(216)
32. National Institute of Standards and Technology (NIST). (2010). Evaluation of the FEMA P695 methodology for quantification of building seismic performance factors, Gaithersburg, MD
33. Newell, J., and Uang, C. M. (2006). Cyclic behavior of steel columns with combined high axial load and drift demand.. Rep. No. SSRP-06/22, American Institute of Steel Construction, Inc, Dept. of Structural Engineering, Univ. of California, San Diego.
34. OpenSees. (2010). Open system for earthquake engineering simulation.. Pacific Earthquake Engineering Research Center (PEER), http://opensees.berkeley. edu (Dec. 15, 2010).
35. Otani, S. (1981). Hysteresis models of reinforced concrete for earthquake response analysis.. J. Faculty of Engineering, Univ. of Tokyo, Series A, XXXVI (2), 407-441. (Pubitemid 13474810)
36. Prakash, V., Powell, G. H., and Campbell, S. (1993). DRAIN-2DX: Basic program description and user guide.. Rep. No. UCB/SEMM-1993/17, University of California, Berkeley, CA, 97.
37. Rahnama, M., and Krawinkler, H. (1993). Effect of soft soils and hysteresis models on seismic design spectra.. Rep. No. TB 108, The John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA.
38. Reinhorn, A. M., Madan, A., Valles, R. E., Reichmann, Y., and Mander, J. B. (1995). Modeling of masonry infill panels for structural analysis.. Rep. NCEER-95-0018, State Univ. of New York at Buffalo, Buffalo, NY.
39. Ricles, J. M., Mao, C., Lu, L. W., and Fisher, J. W. (2000). Development and evaluation of improved ductile welded unreinforced flange connections.. Rep. No. SAC/BD-00/24., SAC Joint Venture, Sacramento, CA.
40. Ricles, J. M., Zhang, X., Lu, L. W., and Fisher, J. (2004). Development of seismic guidelines for deep-column steel moment connections.. Rep. No. 04-13, Advanced Technology for Large Structural Systems, Lehigh Univ., Bethlehem, PA.
41. Roeder, C. W. (2002). General issues influencing connection performance.. J. Struct. Eng. 0733-9445, 128 (4), 420-428. 10.1061/(ASCE)0733-9445(2002)128: 4(420) (Pubitemid 34491002)
42. Sivaselvan, M., and Reinhorn, A. M. (2000). Hysteretic models for deteriorating inelastic structures.. J. Eng. Mech. Div. 0044-7951, 126 (6), 633-640. 10.1061/(ASCE)0733-9399(2000)126:6(633)
43. Sivaselvan, M., and Reinhorn, A. M. (2006). Lagrangian approach to structural collapse simulation.. J. Eng. Mech. 0733-9399, 132 (8), 795-805. 10.1061/(ASCE)0733-9399(2006)132:8(795) (Pubitemid 44070211)
44. Song, J., and Pincheira, J. (2000). Spectral displacement demands of stiffness and strength degrading systems.. Earthquake Spectra, 16 (4), 817-851. 8755-2930 10.1193/1.1586141
45. Uang, C. M., and Fan, C. C. (1999). Cyclic instability of steel moment connections with reduced beam sections.. Rep. No. SSRP-99/21, Dept. of Structural Engineering. Univ. of California, San Diego.
46. Uang, C. M., Kent-Yu, K., and Gilton, C. (2000). Cyclic response of RBS moment connections: Loading sequence and lateral bracing effects.. Rep. No. SSRP-99/13, Univ. of California at San Diego, La Jolla, CA.
47. Vamvatsikos, D., and Cornell, C. A. (2002). Incremental dynamic analysis.. Earthquake Eng. Struct. Dyn. 1096-9845, 31 (3), 491-514. 10.1002/eqe.141 (Pubitemid 34140538)
48. Wen, Y.-K. (1980). Equivalent linearization for hysteretic systems under random excitation.. J. Appl. Mech. 0021-8936, 47 (1), 150-154. 10.1115/1.3153594
49. White, D. W., and Barth, K. E. (1998). Strength and ductility of compact flange I-girders in negative bending.. J. Constr. Steel Res. 0143-974X, 45 (3), 241-280. 10.1016/S0143-974X(97)00079-5 (Pubitemid 128406861)
50. Yun, G. Y., Ghaboussi, J., and Elnashai, A. S. (2007). Modeling of hysteretic behavior of beam-column connections based on self-learning simulation.. Rep. Mid-America Earthquake Center, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL.
51. Zareian, F., and Krawinkler, H. (2009). Simplified performance based earthquake engineering.. Rep. No. TB 169, The John A. Blume Earthquake Engineering Research Center, Stanford Univ., Stanford, CA.
52. Zareian, F., Lignos, D. G., and Krawinkler, H. (2010). Evaluation of seismic collapse performance of steel special moment resisting frames using ATC-63 methodology.. Proc. Structures Congress, ASCE, New York