Cost-effectiveness related to the earthquake resisting system of multi-span bridges

Engineering Structures

Volumn 32, Issue 9, 2010, Pages 2658-2671

  Mitoulis, Stergios A ^a   Tegos, Ioannis A ^a   Stylianidis, Kosmas C ^a  

^a ARISTOTLE UNIVERSITY OF THESSALONIKI   (Greece)

Author keywords

Bridge; Conceptual; Cost; Design; Earthquake; Economy; Effectiveness; Isolation; Monolithic; Resistance

Indexed keywords

BRIDGE SYSTEMS; CONCEPTUAL; COST DESIGN; DESIGN CONCEPT; EARTHQUAKE RESISTANT; FINAL COSTS; MULTI-SPAN BRIDGES; NORTHERN GREECE; RUBBER BEARING; SEISMIC ACTION; SEMI-INTEGRAL; STRUCTURAL SYSTEMS;

ABUTMENTS (BRIDGE); BEARINGS (STRUCTURAL); COST EFFECTIVENESS; COSTS; DESIGN; EARTHQUAKE RESISTANCE; EARTHQUAKES; NONMETALLIC BEARINGS; STREAM FLOW; STRUCTURAL OPTIMIZATION;

BRIDGES;

BRIDGE; CONCEPTUAL FRAMEWORK; COST-BENEFIT ANALYSIS; DAMPING; RELIABILITY ANALYSIS; SEISMIC DESIGN; SEISMIC ISOLATION; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 77955518765     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.04.036     Document Type: Article

References (37)

1. Chen W.F., Duan L. Bridge engineering handbook 1999, CRC Press, Boca Raton (London, New York, Washington, DC), [chapter 1].
2. Hawk H. NCHRP 483. Bridge life-cycle cost analysis. Washington (DC); 2003.
3. EN 1992-2:2004. Eurocode 2: design of concrete structures-part 2: bridges. 2004.
4. Ministry of public works of Greece. Greek seismic code-EAK2000. Athens; 2000 (Amended June 2003) [in Greek].
5. EN 1998-2:2005. Eurocode 8: design of structures for earthquake resistance, part 2: bridges. 2005.
6. Pritchard B. Continuous and integral bridges 1994, E & FN Spon, Chapman and Hall.
7. Maruri RF, Petro SH. Integral abutments and jointless bridges. Survey summary. In: The 2005-FHWA conference: integral abutment and jointless bridges. 2005.
8. Priestley M.J.N., Seible F., Calvi G.M. Seismic design and retrofit of bridges 1996, John Wiley, New York, [chapter 1].
9. Arsoy S. Experimental and analytical investigations of piles and abutments of integral bridges. Ph.D. dissertation. Virginia Polytechnic Institute and State University; 2000.
10. Tsang N, England G, Dunstan T. Soil/structure interaction of integral bridge with full height abutments. In: 15th ASCE engineering mechanics conference. Columbia University; 2002.
11. England G.L., Tsang N.C.M., Bush D.I. Integral bridges: a fundamental approach to the time-temperature loading problem 2000, Thomas Telford.
12. Horvath JS. The compressible-inclusion function of EPS geofoam: an overview of concepts, applications and products. Manhattan College Research Report No. CE/GE-98-1. 1998.
13. Horvath JS. The compressible-inclusion function of EPS geofoam: analysis and design methodologies. Manhattan College Research Report No. CE/GE-98-2. 1998.
14. Naeim F., Kelly J.M. Design of seismic isolated structures, From theory to practice 1999, John Wiley and Sons, Inc.
15. Public Works Research Institute. Menshin manual of highway bridges. Tsukuba (Japan); 1992.
16. EN 1998-1:2005. Eurocode 8: design of structures for earthquake resistance part 1: general rules, seismic actions and rules for buildings. 2005.
17. Doǧangün A., Livaoǧlu R. A comparative study of the design spectra defined by Eurocode 8, UBC, IBC and Turkish earthquake code on R/C sample buildings. J Seismol 2006, 10:335-351.
18. PCI. Precast, prestressed concrete bridges, the high performance solution. Comprehensive bridge design manual. Available via DIALOG. [accessed 21.09.08]. http://www.pci.org/publications/bridge.
19. Arockiasamy M., Sivakumar M. Design implications of creep and shrinkage in integral abutment bridges. ACI Spec Publ 2005, 227:85-106.
20. EN 1991-1-5:2003. Eurocode 1: actions on structures-part 1-5: general actions-thermal actions. 2003.
21. Seidl G, Weizenegger M. Frame structures in bridge construction. Design, analysis and economic considerations. In: International workshop on the bridges with integral abutments, topics of relevance for the INTAB project. Technical report. 2006. p. 14.
22. Mitoulis SA, Tegos IA, Sextos A. An alternative proposal for a "movable" abutment for integral bridges. In: 1st European conference on earthquake engineering and seismology. 2006.
23. Tegos I, Sextos A, Mitoulis S, Tsitotas M. Contribution to the improvement of seismic performance of integral bridges. In: 4th European workshop on the seismic behaviour of irregular and complex structures. 2005.
24. Nutt RV, Mayes RL. Designed with and without abutment participation using AASHTO division I-A and proposed AASHTO LRFD provisions. Task F3-1(a). 2000.
25. Elias V, Christopher BR. Mechanically stabilized earth walls and reinforced soil slopes design and construction guidelines. Publication No. FHWA-NHI-00-043. March 2001.
26. EN 1997-1:2004. Eurocode 7: geotechnical design-part 1: general rules. 2004.
27. Allen T, Christopher B, Elias V, Demaggio J. Development of the simplified method for internal stability design of mechanically stabilized earth walls. Research report. Washington State Department of Transportation. WA-RD 513.1 513.1. 2001.
28. Maroney BH. Large scale bridge abutment tests to determine stiffness and ultimate strength under seismic loading. Ph.D. dissertation. Davis: University of California; 1995.
29. Caltrans. Seismic design criteria. SDC version 1.3. February 2004.
30. Pötzl M., Naumann F. Fugenlose Betonbrücken mit flexiblen Widerlagern. Beton- und Stahlbetonbau 2005, 100(8):675-685.
31. Computers and Structures Inc. SAP 2000. Nonlinear version 8.1.1. User's reference manual. Berkeley (CA); 2002.
32. Gavaise E, Papaefthimiou K, Tzaveas T, Stylianidis K, Tegos J. The problem of minimum cost for structural members of earthquake resistant bridges. In: 5th international conference of earthquake resistant engineering structures. 2005.
33. Purvis PER. NCHRP 319. Bridge deck joint performance. A synthesis of highway practice. Transportation Research Board. Project 20-5. Topic 30-08. 1998.
34. Priestley M., Seible F., Calvi G. Seismic design and retrofit of bridges 1996, Wiley, New York.
35. EN 1992-1-1:2004. Design of concrete structures, Part 1-1: general rules and rules for buildings. 2004.
36. Supplementary to the Australian standard and commentary. Design of deck joints for road bridges. Bridge technical notes. ver. 1.2. AS 5100.4-2004. Bridge design-bearings and deck joints. 1999/002.
37. Gloyd C.S. Seismic movement at bridge abutments. ACI Spec Publ 1996, 164:273-288. SP164-15.