Seismic Analysis of Integral Abutment Bridge with Soil-pile-structure Interaction
Author: Biljana Bulakovska
Publisher:
Published: 1999
Total Pages: 492
ISBN-13:
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Author: Biljana Bulakovska
Publisher:
Published: 1999
Total Pages: 492
ISBN-13:
DOWNLOAD EBOOKAuthor: Reza Vasheghani Farahani
Publisher:
Published: 2010
Total Pages: 124
ISBN-13:
DOWNLOAD EBOOKIntegral 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.
Author: Shamsher Prakash
Publisher: American Society of Civil Engineers
Published: 1997
Total Pages: 152
ISBN-13:
DOWNLOAD EBOOKPile foundations are used extensively to support buildings and other structures. Since earthquakes may cause dynamic loads on these structures, the response of pile foundations to these dynamic loads is extremely complex. The papers in this proceedings address the analysis and design of pile foundations under dynamic loads and focus on unsolved issues.
Author: Jian Zhang
Publisher:
Published: 2002
Total Pages: 662
ISBN-13:
DOWNLOAD EBOOKAuthor: Sreevalsa Kolathayar
Publisher: Springer Nature
Published: 2021-09-20
Total Pages: 528
ISBN-13: 9811646171
DOWNLOAD EBOOKThis book presents the select proceedings of the Virtual Conference on Disaster Risk Reduction (VCDRR 2021). It emphasizes on the role of civil engineering for a disaster-resilient society. It presents latest research in geohazards and their mitigation. Various topics covered in this book are earthquake hazard, seismic response of structures and earthquake risk. This book is a comprehensive volume on disaster risk reduction (DRR) and its management for a sustainable built environment. This book will be useful for the students, researchers, policy makers and professionals working in the area of civil engineering and earthquake engineering.
Author: Christina J. Curras
Publisher:
Published: 2000
Total Pages: 490
ISBN-13:
DOWNLOAD EBOOKAuthor: Kianosh Ashkani Zadeh
Publisher:
Published: 2013
Total Pages:
ISBN-13:
DOWNLOAD EBOOKAuthor: Ahmed Abdullah
Publisher:
Published: 2022
Total Pages: 0
ISBN-13:
DOWNLOAD EBOOKIntegral abutment bridges (IABs) are monolithically rigid structures distinguished by eliminating the use of expansion and bearing joints. This leads to enhanced structural performance and reduced maintenance costs. However, the complex soil-structure interactions (SSI) of IABs in response to seasonal variations in ambient temperatures are not yet fully understood. This research aims to use comprehensive numerical models to expand the understanding related to the intricate SSIs of these structures in response to various conditions. The Middlesex bridge in Vermont, USA, was selected as a case study for this research. The thermal response of the bridge was monitored over a period of two years, in which the acting pressures, internal forces, and deformations were measured. The numerical research conducted in this study first involved the development of two- and three-dimensional finite element (FE) models using the software PLAXIS, where the corresponding findings were verified against field acquired measurements for a single case-study bridge. Parametric studies were then conducted to investigate the effects of varying the constitutive soil model, thermal loading, backfill stiffness, abutment stiffness, pile size and orientation, and span length on the resultant earth pressure distributions and pile bending moments. It was found that using a linear constitutive soil model resulted in significant inaccuracies in the results. It was also found that theoretically approximated abutment displacements obtained using the measured temperatures yielded similar results to the field measured deformations. They hence can be used for future performance predictions for climate change studies. The study also revealed that increasing the backfill stiffness was found to increase backfill stresses and decrease pile bending moments. It also showed that varying the abutment stiffness had no impact on the earth pressures and pile bending moments. Smaller pile sections oriented for weak-axis bending yielded smaller pile bending moments and larger earth pressures. Increasing the span length increased backfill stresses and pile bending moments.
Author: Robert J. Frosch
Publisher: Joint Transportation Research Program
Published: 2011-08-15
Total Pages: 149
ISBN-13: 9781622600120
DOWNLOAD EBOOKIntegral 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: Alessio Pipinato
Publisher: Elsevier
Published: 2021-09-08
Total Pages: 1048
ISBN-13: 0323860141
DOWNLOAD EBOOKInnovative Bridge Design Handbook: Construction, Rehabilitation, and Maintenance, Second Edition, brings together the essentials of bridge engineering across design, assessment, research and construction. Written by an international group of experts, each chapter is divided into two parts: the first covers design issues, while the second presents current research into the innovative design approaches used across the world. This new edition includes new topics such as foot bridges, new materials in bridge engineering and soil-foundation structure interaction. All chapters have been updated to include the latest concepts in design, construction, and maintenance to reduce project cost, increase structural safety, and maximize durability. Code and standard references have been updated. Completely revised and updated with the latest in bridge engineering and design Provides detailed design procedures for specific bridges with solved examples Presents structural analysis including numerical methods (FEM), dynamics, risk and reliability, and innovative structural typologies