Seismic Behavior and Design of Integral Abutment Bridges in Southern Illinois PDF Download
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Author: Derek Lorne Kozak
Publisher:
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Category :
Languages : en
Pages :
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Author: Derek Lorne Kozak
Publisher:
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Category :
Languages : en
Pages :
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Author: James M. LaFave
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 188
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Author:
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Category :
Languages : en
Pages :
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Author: Robert J. Frosch
Publisher: Purdue University Press
ISBN: 9781622600922
Category : Transportation
Languages : en
Pages : 238
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intermediate length bridges. Integral abutment construction eliminates joints and bearings which reduce long-term maintenance costs. However, in the absence of joints and bearings, the bridge abutments and foundations must be able to accommodate lateral movements from thermal expansion and contraction of the superstructure and from seismic events. Previous research has focused on the response to thermal expansion and contraction. The current research examines the response of integral abutment bridges to seismic loading. A field investigation was conducted to examine the response of an integral abutment to lateral loading from thermal expansion and contraction. The results were used to calibrate analytical bridge models used to estimate displacements of the abutment during design seismic events. A laboratory investigation was conducted to estimate the lateral displacement capacity of the abutment based on the performance of the abutment-pile connection. Results of the field, analytical, and laboratory investigations were used to evaluate allowable bridge lengths based on seismic performance. Finally, design recommendations are provided to enhance the seismic performance of integral abutment bridges.
Author: Robert J. Frosch
Publisher: Joint Transportation Research Program
ISBN: 9781622600120
Category :
Languages : en
Pages : 149
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Integral abutment (IA) construction has become the preferred method over conventional construction for use with typical highway bridges. However, the use of these structures is limited due to state mandated length and skew limitations. To expand their applicability, studies were implemented to define limitations supported by rational analysis rather than simply engineering judgment. Previous research investigations have resulted in larger length limits and an overall better understanding of these structures. However, questions still remain regarding IA behavior; specifically questions regarding long-term behavior and effects of skew. To better define the behavior of these structures, a study was implemented to specifically investigate the long term behavior of IA bridges. First, a field monitoring program was implemented to observe and understand the in-service behavior of three integral abutment bridges. The results of the field investigation were used to develop and calibrate analytical models that adequately capture the long-term behavior. Second, a single-span, quarter-scale integral abutment bridge was constructed and tested to provide insight on the behavior of highly skewed structures. From the acquired knowledge from both the field and laboratory investigations, a parametric analysis was conducted to characterize the effects of a broad range of parameters on the behavior of integral abutment bridges. This study develops an improved understanding of the overall behavior of IA bridges. Based on the results of this study, modified length and skew limitations for integral abutment bridge are proposed. In addition, modeling recommendations and guidelines have been developed to aid designers and facilitate the increased use of integral abutment bridges.
Author: Biljana Bulakovska
Publisher:
ISBN:
Category :
Languages : en
Pages : 492
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Author: Robert J. Frosch
Publisher:
ISBN:
Category :
Languages : en
Pages : 3
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Integral abutment bridges, a type of jointless bridge, are the construction option of choice when designing highway bridges in many parts of the country. Rather than providing an expansion joint to separate the substructure from the superstructure to account to volumetric strains, an integral abutment bridge is constructed so the superstructure and substructure are continuous. The abutment is supported by a single row of piles which must account for the longitudinal movement previously accommodated by the joints. The primary advantage of an integral abutment bridge is that it is jointless (expansion joints are eliminated) and thus reduces both upfront and overall life-cycle costs. In addition to other benefits provided by integral construction, the reduction in overall cost has led to INDOT requiring all new structures within certain geometric limitation be integral. These geometric limitations, traditionally based on engineering judgment, have been modified over time based as investigations have revealed more about the behavior of integral abutment bridges. While there has been a considerable amount of research and investigation conducted on the behavior of integral abutment bridges, information is limited on both long-term behavior and the effects of highly skewed structures. Because there is a great desire for the application of these structures to be expanded, this research serves to expand the understanding of the behavior of integral abutment structures. Additionally, updated geometric limitations are recommended along with design recommendations and recommended analysis procedures for properly modeling integral abutment behavior.
Author: James M. LaFave
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 173
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Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 181
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Transportation Research Record contains the following papers: Fifty years of TRB bridge committees (Viest, IM, Siess, CP); Performance evaluation of composite prestressed concrete slab bridges (Peterman, RJ, Ramirez, JA); Use of high performance concrete for bridge abutments : A case study (Miller, R, Baseheart, TM, Sprague, R); Responses of plain and steel fiber reinforced concrete beams to temperature and mechanical loads : experimental study (Alavizadeh-Farhang, A, and Silfwerbrand, J); High performance steel bridge design and cost comparisons (Barker, MG, and Schrage, SD); New carquinez bridge, northeast of San Francisco, California : technological design advancements (Spoth, T, Khazem, D and Orsolini, GI); Effect of cycle counting methods on effective stress range and number of stress cycles for fatigue prone details (Clarke, SN, Goodpasture, DW and Bennett, RM); Retrofit of aerodynamic cable instability on a cable- stayed bridge : case study (Telang, NM, Minervion, CM and Norton, PG); Larsa 2000 : seismic analysis of bridges with seismic isolation and energy dissipation devices (Tsopelas, P and Karakaplan, A); Seismic performance of timber bridges (Mander, JB, Allicock, DR and Friedland, IM); Parametric study on behavior of stress-laminated southern pine bridge decks (Yazdani, N, Kadner, JO, Kainz, JA and Ritter, M); Field performance of stress-laminated timber bridges (Ritter, MA, Suwandi, SR and Wacker, JP); Urban design considerations for the new woodrow wilson memorial bridge : competition-winning design for metropolitan Washington, D.C. (Rosales, M and Gottemoeller, F); Field performance of integral abutment bridge (Lawver, A, French, C and Shield, CK); AASHTO's load and resistance factor design specifications for transverse braces : adverse effects on integrity and durability of reinforced concrete deck slabs (Burke, MP and Seif, JS); Asphalt plug joints : refined material tests and design guidelines (Bramel, BK, Dolan, CW, Puckett, JA and Ksaibati, K); Asphalt surfaces on steel bridge decks (Hicks, RG, Dussek, IJ and Seim, C); Optimization of tack coat application rate for geocomposite membrane on bridge decks (Donovan, EP, Al-Qadi, IL and Loulizi, A); Estimation of second-order effects for pole-type structures (Nunez, E and Fouad, FH); Upgrading Missouri transportation infrastructure : solid reinforced-concrete decks strengthened with fiber-reinforced polymer systems (Alkhraadaji, T, Nanni, A and Mayo, R); Construction considerations for repair of bridges with externally bonded fiber-reinforced plastic material (Shahawy, M, Beitelman, TE and Chaallal, O); Road safety in tunnels (Lemke, K); New techniques in difficult ground tunneling (Di Cervia, AR).
Author: Reza Vasheghani Farahani
Publisher:
ISBN:
Category :
Languages : en
Pages : 124
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Integral abutment bridges are jointless bridges in which the deck is continuous and connected monolithically with the abutment walls supported typically by a single row of piles. This thesis focuses on the effects of two major parameters on the seismic behavior of an integral abutment bridge in Tennessee by considering soil-structure interaction around the piles and in back of the abutments: (1) clay stiffness (medium vs. hard) around the piles, and (2) level of sand compaction (loose vs. dense) of the abutment wall backfilling. Modal and nonlinear time history analyses are performed on a three dimensional detailed bridge model using the commercial software SAP2000, which clearly show that (1) compacting the backfilling of the abutment wall will increase the bridge dominant longitudinal natural frequency considerably more than increasing the clay stiffness around the piles; (2) the maximum deflection and bending moment in the piles under seismic loading will happen at the pile-abutment interface; (3) under seismic loading, densely-compacted backfilling of the abutment wall is generally recommended since it will reduce the pile deflection, the abutment displacement, the moments in the steel girder, and particularly the pile moments; (4) under seismic loading, when the piles are located in firmer clay, although the pile deflection, the abutment displacement, and the maximum girder moment at the pier and the mid-span will decrease, the maximum pile moment and the maximum girder moment at the abutment will increase.
