Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
AISC 1999 LRFD (1999) Specification for structural steel buildings. American Institute of Steel Construction, Chicago
AISC 358 (2005) Specification for structural steel buildings. American Institute of Steel Construction, Chicago
ASCE 41–06 (2006) Seismic rehabilitation of existing buildings. American Society of Civil Engineers – ASCE, Reston
Brockenbrough RL (2002) AISC Rehabilitation Bernam on and retrofit guide – a reference for historic shapes and specifications, Steel design guide series 15. American Institute for Steel Construction, Chicago
Bruneau M (2004) Seismic retrofit of steel structures. In: Sociedad Mexicana de Ingeniera Sismica, VIII SNIS, Tlaxcala
Buyukozturk O, Gunes O, Karaca E (2003) Progress on understanding de-bonding problems in reinforced concrete and steel members strengthened using FRP composites. Construct Build Mater 18(1):9–19
Chen SJ, Lin HY (1990) Experimental study of steel I-beam to box-column moment connection. In: 4th international conference on steel structures and space frames, Singapore, pp 41–47
Christopoulos C, Filiatrault A, Uang CM (2002) Self-centering post-tensioned energy dissipating (PTED) steel frames for seismic regions. In: Structural systems research project report no. SSRP-2002/06, Department of Structural Engineering, University of California, San Diego, p 292
Coedova PP, Hamburger RO (2011) Steel connections: proprietary or public domain. Modern Steel Construct 51(10):24–31
Crawford JE (2002) Retrofit methods to mitigate progressive collapse, 2002. Online: available in May 2014
Demetriou D, Nikitas N, Tsavdaridis KD (2014) Performance of proportional-integral-derivative controllers on structures with variable damping tuned mass dampers. In: 6th World conference on structural control and monitoring, Barcelona
Eatherton MR, Hajjar JF, Deierlein GG, Krawinkler H, Billington S, Ma X (2008) Controlled rocking of steel-framed buildings with replaceable energy-dissipating fuses. In: The 14th World conference on earthquake engineering, Oct 12–17, Beijing
Egloff O, Tremblay R, Vincent R, Dussault S (2012) Finite element analysis of ductile fuses for W-shape steel bracing members. In: 15th World conference of earthquake engineering, Lisboa
FEMA 274 (1997) NEHRP commentary on the guidelines for the seismic rehabilitation of buildings. Report no. FEMA 274. Federal Emergency Management Agency, Washington, DC
FEMA 351 (2000) Recommended seismic evaluation and upgrade criteria for existing welded steel moment frame buildings. Report No. FEMA 351. Federal Emergency Management Agency, Washington, DC
FEMA 356 (2000) Prestandard and commentary for the seismic rehabilitation of buildings. In: Report No. FEMA 356. Federal Emergency Management Agency, Washington, DC
FEMA 547 (2006) Techniques for the seismic rehabilitation of existing buildings. Report No. FEMA 547. Federal Emergency Management Agency, Washington, DC
Garlock M, Ricles JM, Sauce R (2004) Experimental studies on full-scale post-tensioned steel moment connections. In: 13th World conference of earthquake engineering, Vancouver
Ghobadi MS, Ghassemieh M, Mazroi A, Abolmaali A (2009) Seismic performance of ductile welded connections using T-stiffener. J Construct Steel Res 65:766–775
Hedayat A, Celikag M (2009) Post-Northridge connection with modified beam end configuration to enhance strength and ductility. J Construct Steel Res 65(7):1413–1430
Khabit IF, Mahin SA, Pister KS (1988) Seismic behavior of concentrically braced steel frames. Report no. UCB/EERC-88/01. Earthquake Engineering Research Center, University of California, Berkeley
Kiamanesh R, Abolmaali A, Ghassemieh M (2010) The effect of stiffeners on the strain patterns of the welded connection zone. J Construct Steel Res 66(1):19–27
Leelataviwat S, Goel SC, Stojadinovic B (1998) Drift and yield mechanism based seismic design and upgrading of steel moment frames. Research report no. UMCEE 98–29. Department of civil and environmental engineering, The University of Michigan, Ann Arbor
Lenwari A, Thepchatri T, Albrecht P (2006) Debonding strength of steel beams strengthened with CFRP plates. J Comp Constr 10(1):69–78
Leon RT, Yang CS (2003) Special inverted-V-braced frames with suspended zipper struts. Georgia Institute of Technology
Marian L, Giaralis A (2014) Optimal design of a novel tuned mass-damper-inerter (TMDI) passive vibration control configuration for stochastically support-excited structural systems. Prob Eng Mech. http://www.sciencedirect.com/science/article/pii/S0266892014000216
Pachoumis DT, Galousis EG, Kalfas CN, Christitsa AD (2008) Reduced beam section moment connections subjected to cyclic loading: experimental analysis and FEM simulation. Eng Struct 31:216–223
Plumier A (1997) The dog-bone: back to the future. Eng J 34(2):61–67
Qingshan Y, Bo LA, Na Y (2009) Aseismic behaviors of steel moment resisting frames with opening in beam web. J Construct Steel Res 65:1323–1336
Sarhosis V, Tsavdaridis KD, Giannopoulos I (2014) Discrete element modelling of masonry infilled steel frames with multiple window openings subjected to lateral load variations. The Open Construction and Building Technology Journal 8:93–103
Schnerch DA (2005) Strengthening of steel structures with high module carbon fiber reinforced polymer (CFRP) materials. PhD dissertation, North Carolina State University, p 265
Schwinger C (2014) Quality assurance for structural engineering firms. Online: available in May 2014 http://www.aisc.org/store/p-1795-quality-assurance-for-structural-engineering-firms.aspx
Shen Y (2009) Seismic performance of steel moment-resisting frames with nonlinear replaceable links. Master Thesis, Department of Civil Engineering, University of Toronto
Slotboom M, Robbemont A, Habraken A, Teuffel P (2014) Safety and redundancy of adaptive buildings structures. In: Civil engineering for sustainability and resilience international conference, CESARE’14, Amman
Smith MC (2002) Synthesis of mechanical networks: the inerter. IEEE Trans Autom Contr 47(10):1648–1662
Thorburn LJ, Kulak GL, Montgomery CJ (1983) Analysis of steel plate shear walls. In: Structural engineering report no. 107. Department of Civil Engineering, University of Alberta, Edmonton
Tsavdaridis KD, D’Mello C, Huo BY (2013) Experimental and computational study of vertical shear behaviour of partially encased perforated steel beams. J Eng Struct 56:805–822
Tsavdaridis KD, Faghih F, Nikitas N (2014) Assessment of perforated steel beam-to-column connections subjected to cyclic loading. J Earthquake Eng 18(8):1302–1325
Uang CM, Yu QS, Noel SA, Gross JL (2000) Cyclic testing of steel moment connections rehabilitated with RBS or welded haunch. J Struct Eng 126(1):57–68
Vasdravellis G, Karavasilis TL, Uy B (2013) Large-scale experimental validation of steel post-tensioned connections with web hourglass pins. J Struct Eng ASCE 139(6):1033–1042
Vian D, Bruneau M (2004) Testing of special LYS steel plate shear walls. In: 13th World conference on earthquake engineering, Vancouver, Paper no. 978
Vincent RB (2008) Minimizing the strength of bracing connections. In: 6th international workshop connections in steel structures VI. Chicago, pp 127–141
Yu QS, Uang CM, Gross JL (2000) Seismic rehabilitation design of steel moment connection with welded haunch. J Struct Eng ASCE 126(1):57–68
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2015 Springer-Verlag Berlin Heidelberg
About this entry
Cite this entry
Tsavdaridis, K.D. (2015). Strengthening Techniques: Code-Deficient Steel Buildings. In: Beer, M., Kougioumtzoglou, I.A., Patelli, E., Au, SK. (eds) Encyclopedia of Earthquake Engineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-35344-4_207
Download citation
DOI: https://doi.org/10.1007/978-3-642-35344-4_207
Published:
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-35343-7
Online ISBN: 978-3-642-35344-4
eBook Packages: EngineeringReference Module Computer Science and Engineering