Technical Papers
Aug 10, 2012

Development and Utilization of Structural Component Databases for Performance-Based Earthquake Engineering

Publication: Journal of Structural Engineering
Volume 139, Issue 8

Abstract

Performance-based earthquake engineering necessitates the development of reliable nonlinear analysis models that are able to simulate the behavior of structures from the onset of damage through collapse. These models provide engineering demand parameters that are then related with damage measures and describe the damage of a building and its components. To accurately simulate dynamic response up to collapse of structures, it is important to model strength and stiffness deterioration of structural components in addition to P-Δ effects. These models require the use of large sets of experimental data for calibration of their deterioration parameters. This paper discusses the development of three databases on experimental data of steel W-beams, tubular hollow square steel columns, and RC beams. These databases are used for quantification of important parameters that affect the cyclic moment-rotation relationship at plastic hinge regions in steel and RC components. Emphasis is placed on the prediction of collapse of buildings caused by earthquakes. The utilization and importance of the three databases in the context of performance-based earthquake engineering is demonstrated through a case study of a 4-story steel building. Its seismic performance is successfully assessed through collapse.

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Acknowledgments

This study is based on work supported by the U.S. National Science Foundation (NSF) under Grant No. CMS-0421551 within the George E. Brown, Jr. NEES Consortium and by a grant from the CUREE-Kajima Phase VI joint research program. This financial support is gratefully acknowledged. The authors thank graduate students Yash Ahuja, Guillermo Soriano, Richard Weiner, and Yavor Yotov for invaluable assistance in database development. Any opinions, findings, and conclusions or recommendations expressed in this paper are those of the authors and do not necessarily reflect the views of sponsors.

References

Al-Haddad, M. S. (1995). “Curvature ductility of reinforced concrete beams under low and high strain rates.” ACI Struct. J., 92(5), 526–534.
Applied Technology Council (ATC). (1996). “Methodology for evaluation and upgrade of reinforced concrete buildings.” Rep. ATC-40, California Seismic Safety Commission, Sacramento, CA.
Architectural Institute of Japan (AIJ). (2006). “Report of seismic performance improvement of civil, architectural structures subjected to long period ground motions generated by subduction zone.” Rep., Japan Society of Civil Engineering, Tokyo (in Japanese).
Baber, T., Noori, M. N. (1985). “Random vibration of degrading, pinching systems.” J. Eng. Mech., 111(8), 1010–1026.
Benjamin, J., and Cornell, C. A. (1970). Probability, statistics and decision for civil engineers, McGraw Hill, New York.
Berry, M., Parrish, M., and Eberhard, M. (2004). PEER structural performance database user’s manual, Pacific Engineering Research Center, Univ. of California, Berkeley, CA.
Deierlein, G. G., Krawinkler, H., and Cornell, C. A. (2003). “A framework for performance-based earthquake engineering.” Proc. Pacific Conf. on Earthquake Engineering, Univ. of Canterbury, Christchurch, New Zealand.
E-Defense. (2007). “Four-story steel building collapse analysis blind prediction.” 〈http://www.blind-analysis.jp/eng/outline/outline.html〉 (Aug. 2007).
FEMA. (1997). “NEHRP guidelines for seismic rehabilitation of buildings.” Rep. FEMA-273, FEMA, Washington, DC.
FEMA. (2009). “Quantification of building seismic performance factors.” Rep. FEMA-P695, FEMA, Washington, DC.
Haselton, C. B., and Deierlein, G. G. (2007). “Assessing seismic collapse safety of modern reinforced concrete moment frames.” Rep. TB 156, John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA.
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.
Ibarra, L. F., and Krawinkler, H. (2011). “Variance of collapse capacity of SDOF systems under earthquake excitations.” Earthquake Eng. Struct. Dynam., 40(12), 1299–1314.
Ibarra, L. F., Medina, R., and Krawinkler, H. (2002). “Collapse assessment of deteriorating SDOF systems.” Proc., 12th European Conf. on Earthquake Engineering, Elsevier Science, London.
Ibarra, L. F., Medina, R. A., and Krawinkler, H. (2005). “Hysteretic models that incorporate strength and stiffness deterioration.” Earthquake Eng. Struct. Dynam., 34(12), 1489–1511.
Jin, J., and El-Tawil, S. (2003). “Inelastic cyclic model for steel braces.” J. Eng. Mech., 129(5), 548–557.
Krawinkler, H., Bertero, V. V., and Popov, E. P. (1971). “Inelastic behavior of steel beam-to-column subassemblages.” Rep. EERC-71-7, Univ. of California, Berkeley, CA.
Krawinkler, H., and Miranda, E. (2006). “Performance-based earthquake engineering.” Chapter 9: Earthquake engineering: From engineering seismology to performance-based engineering, Y. Borzognia and V. Bertero, eds., 1st Ed., CRC, Boca Raton, FL, 9-1–9-59.
Krishnan, S. (2010). “Modified elastofiber element for steel slender column and brace modeling.” J. Struct. Eng., 136(11), 1350–1366.
Liel, A. B., and Deierlein, G. G. (2008). “Assessing the collapse risk of California’s existing reinforced concrete frame structures: Metrics for seismic safety decisions.” Rep. No. TB. 166, The John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA.
Lignos, D. G. (2008). “Sidesway collapse of deteriorating structural systems under earthquake excitations.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA.
Lignos, D. G., Chung, Y.-L., Nagae, T., and Nakashima, M. (2011a). “Numerical and experimental evaluation of seismic capacity of high-rise steel buildings subjected to long duration earthquakes.” Comp. Struct., 89(11–12), 959–967.
Lignos, D. G., Eads, L., and Krawinkler, H. (2011b). “Effect of composite action on collapse capacity of steel moment frames under cyclic loading.” Proc., Eurosteel, European Convention for Constructional Steelwork, Brussels, Belgium.
Lignos, D. G., Hikino, T., Matsuoka, Y., and Nakashima, M. (2013). “Collapse assessment of steel moment frames based on E-Defense full-scale shake table collapse tests.” J. Struct. Eng., 139(1), 120–132.
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, ASCE, Reston, VA.
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, Center for Urban Earthquake Engineering, Tokyo.
Lignos, D. G., and Krawinkler, H. (2011). “Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading.” J. Struct. Eng., 137(11), 1291–1302.
Lignos, D. G., Krawinkler, H., and Whittaker, A. S. (2011c). “Prediction and validation of sidesway collapse of two scale models of a 4-story steel moment frame.” Earthquake Eng. Struct. Dynam., 40(7), 807–825.
McKenna, F. (1997). “Object-oriented finite element analysis: Frameworks for analysis, algorithms and parallel computing.” Ph.D. dissertation, Univ. of California, Berkeley, CA.
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.
Moehle, J., and Deierlein, G. G. (2004). “A framework methodology for performance-based earthquake engineering.” Proc., 13th World Conf. on Earthquake Engineering, 13WCEE Secretariat, Vancouver, BC, Canada.
Otani, S. (1981). “Hysteresis models of reinforced concrete for earthquake response analysis.” J. Fac. Eng. Univ. Tokyo, XXXVI(2), 407–441.
Pacific Earthquake Engineering Research Center/Applied Technology Council (PEER/ATC). (2010). “Modeling and acceptance criteria for seismic design and analysis of tall buildings.” Rep. PEER/ATC-72-1, Applied Technology Council in cooperation with the Pacific Earthquake Engineering Research Center, Redwood City, CA.
Pan, P., Ohsaki, M., and Zhang, J. (2008). “Collapse analysis of 4-story steel moment-resisting frames.” Proc., 14th World Conf. on Earthquake Engineering, Chinese Association for Earthquake Engineering, Beijing.
Panagiotakos, T. B., and Fardis, M. N. (2001). “Deformations of reinforced concrete at yielding and ultimate.” ACI Struct. J., 98(2), 135–147.
Porter, K. A. (2003). “An overview of PEER’s performance-based earthquake engineering methodology.” Proc., 9th Int. Conf. on Applications of Statistics and Probability in Civil Engineering, Millpress, Rotterdam, Netherlands.
Prakash, V., Powell, G. H., and Campbell, S. (1993). “DRAIN-2DX: Basic program description and user guide.” Rep. No. UCB/SEMM-1993/17, Univ. of California, Berkeley, CA.
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.
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, Buffalo, NY.
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.
Sivaselvan, M., and Reinhorn, A. M. (2000). “Hysteretic models for deteriorating inelastic structures.” J. Eng, Mech., 126(6), 633–640.
Sivaselvan, M., and Reinhorn, A. M. (2006). “Lagrangian approach to structural collapse simulation.” J. Struct. Eng., 132(8), 795–805.
Suita, K., Yamada, S., Tada, M., Kasai, K., Matsuoka, Y., and Shimada, Y. (2008). “Collapse experiment on 4-story steel moment frame: Part 2 detail of collapse behavior.” Proc., 14th World Conf. on Earthquake Engineering, Chinese Association for Earthquake Engineering, Beijing.
Tsuji, B., and Nakatsura, T. (1986). “Inelastic strength and deformation behavior of tubular beam-columns.” Safety criteria in design of tubular structures, Y. Kurobane and Y. Makino, eds., Elsevier, Tokyo, 27–35.
Uang, C. M., Kent, Y. 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.
Uriz, P., Filippou, F. C., and Mahin, S. A. (2008). “Model for cyclic inelastic buckling of steel braces.” J. Struct. Eng., 134(4), 619–629.
Vamvatsikos, D., and Cornell, C. A. (2002). “Incremental dynamic analysis.” Earthquake Eng. Struct. Dynam., 31(3), 491–514.
Yamada, S., Ishida, T., and Shimada, Y. (2012). “Collapse behavior and ultimate earthquake resistance of weak column type multi story steel frame with RHS columns.” Proc., ASCE Structures Congress, ASCE, Reston, VA.
Zareian, F., and Krawinkler, H. (2007). “Assessment of probability of collapse and design for collapse safety.” Earthquake Eng. Struct. Dynam., 36(13), 1901–1914.
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.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 139Issue 8August 2013
Pages: 1382 - 1394

History

Received: Oct 26, 2011
Accepted: Jul 20, 2012
Published online: Aug 10, 2012
Published in print: Aug 1, 2013

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Authors

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Dimitrios G. Lignos, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montreal, QB, Canada H3A 2K6 (corresponding author). E-mail: [email protected]
Helmut Krawinkler, M.ASCE
Professor Emeritus, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305.

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