Skip to main content
SpringerLink
Log in
Book cover

Encyclopedia of Earthquake Engineering pp 2644–2675Cite as

Seismic Analysis of Steel–Concrete Composite Buildings: Numerical Modeling

  • Reference work entry
  • First Online:

  • 453 Accesses

Synonyms

Concrete-encased steel sections; Connections; Constitutive models; Cyclic behavior; Damping; Frames; Hysteretic rules; Nonlinear; Numerical modeling; Panel zones; Seismic analysis; Steel–concrete composite; T-stub components

Introduction

Steel–Concrete Composite (SCC) Systems

Composite construction includes a wide range of structural systems, e.g., framed structures employing all steel–concrete composite (SCC) members and components (e.g., composite beam-to-columns and connections) and sub-assemblages of steel and/or reinforced concrete (RC) elements. Such components and elements are employed to optimize the resistance and deformation capacity (Uchida and Tohki 1997). SCC structures have been used extensively in recent years because of benefits in combining the two construction materials. SCC structures are also known for their excellent earthquake performance owing to their high strength, high ductility, and large energy absorption. Their good structural damping properties...

This is a preview of subscription content, log in via an institution.

Chapter
USD   29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD   1,799.99
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
USD   2,999.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Learn about institutional subscriptions

References

  • Aribert JM, Al Bitar A (1989) Optimisation du dimensionnement en connection partielle de poutres de planchers mixtes réalisés avec un bac de tôle mince nervurée (Optimization of the dimensioning in the case of partial connection of beams of composite floors carried out with a thin ribbed sheet vat). Construction Métallique 4 (1989) 12, pp 4–33

    Google Scholar 

  • Aribert J-M, Lachal A (2000) Cyclic behaviour of the shear connection component in composite joints. In: Behaviour of steel structures in seismic area. Proceedings of STESSA 2000 conference, Montreal, Canada. Balkema, Rotterdam, pp 105–112

    Google Scholar 

  • Balan TA, Filippou FC, Popov EP (1997) Constitutive model for 3D cyclic analysis of concrete structures. J Eng Mech 123(2):143–153

    Article  Google Scholar 

  • Ballio G, Calado L, Iori I, Mirabella Roberti G (1987) I problemi delle grandi costruzioni in zona sismica. Associazione Italiana Cemento Armato e Precompresso, Roma, pp 31–44

    Google Scholar 

  • Braconi A, Salvatore W, Tremblay R, Bursi OS (2007) Behaviour and modeling of partial-strength beam-to-column composite joints for seismic applications. Earthq Eng Struct Dyn 36:142–161

    Article  Google Scholar 

  • Castro JM, Elghazouli AY, Izzuddin BA (2005) Modelling of the panel zone in steel and composite moment frames. Eng Struct 27(1):129–144

    Article  Google Scholar 

  • Cotsovos DM, Kotsovos MD (2011) Constitutive modelling of concrete behaviour. In: Papadrakakis M, Fragiadakis M, Lagaros ND (eds) Computational methods in earthquake engineering, Computational methods in applied sciences. Springer, Netherlands, pp 147–175

    Chapter  Google Scholar 

  • Fabbrocino G, Manfredi G, Cosenza E (2002) Modelling of continuous steel-concrete composite beams: computational aspects. Comput Struct 80(27–30):2241–2251

    Article  Google Scholar 

  • Kim DK, Engelhardt MD (2005) Composite beam element for nonlinear seismic analysis of steel frames. J Struct Eng 131:715–724

    Article  Google Scholar 

  • Krawinkler H (1978) Shear in beam-column joints in seismic design of steel frames. Eng J 15(3):82–91

    Google Scholar 

  • Lee SJ (1987) Seismic behavior of steel building structures with composite slabs. PhD thesis, Dept. of Civil Engineering, Lehigh Univ., Bethlehem

    Google Scholar 

  • Menegotto M, Pinto PE (1973) Method of analysis for cyclically loaded R.C. plane elements including changes in geometry and non-elastic behaviour of elements under combined normal force and bending. In: IABSE, Report of the working commissions, Band 13, symposium on resistance and ultimate deformability of structures acted on by well defined repeated loads, Lisbon

    Google Scholar 

  • Newmark NM, Siess CP, Viest IM (1951) Tests and analyses of composite beams with incomplete interaction. Proc Soc Exp Stress Anal 9(1):75–92

    Google Scholar 

  • Ollgaard JG, Slutter RG, Fisher JW (1971) Shear strength of stud connectors in lightweight and normal-weight concrete. AISC Eng J 8(2):55–64

    Google Scholar 

  • Park R, Paulay T (1975) Reinforced concrete structures. Wiley, New York

    Book  Google Scholar 

  • Piluso V, Faella C, Rizzano G (2001) Ultimate behavior of bolted T-stubs I: theoretical model. J Struct Eng 127(6):686–693

    Article  Google Scholar 

  • Przemieniecki JS (1968) Theory of matrix structural analysis. McGraw-Hill, New York

    MATH  Google Scholar 

  • Stevens NJ, Uzumeri SM, Collins MP, Will GT (1991) Constitutive model for reinforced concrete finite element analysis. ACI Struct J 88(1):49–59

    Google Scholar 

  • Thai HT, Kim SE (2011) Nonlinear inelastic analysis of concrete-filled steel tubular frames. J Construct Steel Res 67:1797–1805

    Article  Google Scholar 

  • Uchida N, Tohki H (1997) Design of high-rise building using round tubular steel composite columns. In: IABSE international conference on composite construction conventional and innovative, Innsbruck, 16–18 Sept 1997

    Google Scholar 

  • Zhao H, Yuan Y, Ye Y (2012) Simplified nonlinear simulation of steel-concrete composite beams. J Construct Steel Res 71:83–91

    Article  Google Scholar 

  • Zona A, Barbato M, Conte JP (2008) Nonlinear seismic response analysis of steel-concrete composite frames. ASCE J Struct Eng 123(6):986

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

  1. School of Civil Engineering, University of Leeds, Room No. 206, Leeds, UK

    Konstantinos Daniel Tsavdaridis

Authors
  1. Konstantinos Daniel Tsavdaridis
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to Konstantinos Daniel Tsavdaridis .

Editor information

Editors and Affiliations

  1. Institute for Computer Science in Civil Engineering, Gottfried Wilhelm Leibniz, University Hannover, Hannover, Germany

    Michael Beer

  2. Department of Civil Engineering & Engineering Mechanics, Columbia University, New York, NY, USA

    Ioannis A. Kougioumtzoglou

  3. Institute for Risk & Uncertainty and Centre for Engineering Sustainability, Liverpool, UK

    Edoardo Patelli

  4. Institute for Risk & Uncertainty and Centre for Engineering Dynamics, Liverpool, UK

    Siu-Kui Au

Rights and permissions

Reprints and permissions

Copyright information

© 2015 Springer-Verlag Berlin Heidelberg

About this entry

Cite this entry

Tsavdaridis, K.D. (2015). Seismic Analysis of Steel–Concrete Composite Buildings: Numerical Modeling. 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_125

Download citation

Publish with us

Policies and ethics

Search

Navigation