Abstract
Integral abutment bridges (IAB) are structures, in which the substructure and superstructure can move together to accommodate the required translation and rotation. There are no expansion joints and bearings, also the deck is continuous across the length of the fully IABs. In recent years, IABs have become popular because of the economic, functional, and durability advantages of the structures. This paper presents the seismic performances of an integral abutment bridge built in South Korea. A railroad bridge designed and built in the region is selected for a case study. The finite element analysis program, SAP2000, is utilized to model the studied bridge. Fully integral abutment and soil-pile interaction are considered in the numerical model. Nonlinear static (pushover) analyses in both transverse and longitudinal directions are performed. Capacity curves (i.e., pushover curves) in terms of total base shear and lateral displacement at the top of piers and abutments are accordingly obtained. The plastic hinge formations in the structure are also achieved during pushover analyses. A set of damage states of bridge piers are then proposed based on the section analysis.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Greimann LF, Yang P-S, Wolde-Tinsae AM (1986) Nonlinear analysis of integral abutment bridges. J Struct Eng 112:2263–2280
Kozak D, LaFave J, Fahnestock L (2018) Seismic modeling of integral abutment bridges in Illinois. Eng Struct 165:170–183
Zordan T, Briseghella B, Lan C (2011) Parametric and pushover analyses on integral abutment bridge. Eng Struct 33:502–515
Erhan S, Dicleli M (2015) Comparative assessment of the seismic performance of integral and conventional bridges with respect to the differences at the abutments. Bull Earthq Eng 13:653–677
Far NE, Maleki S, Barghian M (2015) Design of integral abutment bridges for combined thermal and seismic loads. Earthq Struct 9:415–430
Choi BH, Moreno LB, Lim C-S, Nguyen D-D, Lee T-H (2019) Seismic performance evaluation of a fully integral concrete bridge with end-restraining abutments. Adv Civ Eng
Kim DS, Kim UJ (2020) Evaluation of passive soil stiffness for the development of integral abutments for railways. J Korean Soc Hazard Mitig 20:13–19
Itani AM, Pekcan G (2011) Seismic performance of steel plate girder bridges with integral abutments. United States. Federal Highway Administration. Office of Bridge Technology
Kotsoglou A, Pantazopoulou SJ (2009) Assessment and modeling of embankment participation in the seismic response of integral abutment bridges. Bull Earthq Eng 7:343
Dicleli M, Erhan S (2011) Effect of foundation soil stiffness on the seismic performance of integral bridges. Struct Eng Int 21:162–168
Masrilayanti (2014) The behaviour of integral bridges under vertical and horizontal earthquake ground motion. University of Salford
Franchin P, Pinto PE (2014) Performance-based seismic design of integral abutment bridges. Bull Earthq Eng 12:939–960
SAP2000 (2015) Linear and nonlinear static and dynamic analysis and design of three-dimensional structures. Computers and Structures, Inc., Berkeley, California, USA
Mander JB, Priestley MJ, Park R (1988) Theoretical stress-strain model for confined concrete. J Struct Eng 114:1804–1826
Park R, Paulay T (1975) Reinforced concrete structures. Wiley
Buckle IG, Friedland I, Mander J, Martin G, Nutt R, Power M (2006) Seismic retrofitting manual for highway structures. Part 1, Bridges. Turner-Fairbank Highway Research Center
Choi E, DesRoches R, Nielson B (2004) Seismic fragility of typical bridges in moderate seismic zones. Eng Struct 26:187–199
Lee T-H, Nguyen D-D (2018) Seismic vulnerability assessment of a continuous steel box girder bridge considering influence of LRB properties. Sādhanā 43:14
Tran N-L, Nguyen T-H, Phan V-T, Nguyen D-D (2021) Seismic fragility analysis of reinforced concrete piers of steel box girder bridges: a parametric study. Mater Today: Proc 38:2310–2315
Hwang H, Liu JB, Chiu Y-H (2001) Seismic fragility analysis of highway bridges. Mid-America Earthquake Center CD Release 01–06
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2022 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Nguyen, DD., Nguyen, HC. (2022). Seismic Performance Evaluation of Integral Bridges Considering Soil-Structure Interaction. In: Kolathayar, S., Chian, S.C. (eds) Recent Advances in Earthquake Engineering . Lecture Notes in Civil Engineering, vol 175. Springer, Singapore. https://doi.org/10.1007/978-981-16-4617-1_8
Download citation
DOI: https://doi.org/10.1007/978-981-16-4617-1_8
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-16-4616-4
Online ISBN: 978-981-16-4617-1
eBook Packages: EngineeringEngineering (R0)