Fatigue Design of Modular Bridge Expansion Joints
Author | : Robert Joseph Dexter |
Publisher | : Transportation Research Board |
Total Pages | : 132 |
Release | : 1997 |
Genre | : Technology & Engineering |
ISBN | : 9780309062558 |
Download Evaluation Of Elastomeric Expansion Joints full books in PDF, epub, and Kindle. Read online free Evaluation Of Elastomeric Expansion Joints ebook anywhere anytime directly on your device. Fast Download speed and no annoying ads. We cannot guarantee that every ebooks is available!
Author | : Robert Joseph Dexter |
Publisher | : Transportation Research Board |
Total Pages | : 132 |
Release | : 1997 |
Genre | : Technology & Engineering |
ISBN | : 9780309062558 |
Author | : D J Lee |
Publisher | : CRC Press |
Total Pages | : 221 |
Release | : 1994-11-03 |
Genre | : Architecture |
ISBN | : 1482266997 |
This book provides a guide to movement and restraint in bridges for bridge engineers and will enable them to draw up design calculations and specifications for effective installation, and satisfactory service and durability of bearings and joints. It has been fully revised and updated in line with current codes and design practice, modern developme
Author | : Günter Ramberger |
Publisher | : IABSE |
Total Pages | : 100 |
Release | : 2002 |
Genre | : Bridges |
ISBN | : 9783857481055 |
Author | : fib Fédération internationale du béton |
Publisher | : fib Fédération internationale du béton |
Total Pages | : 316 |
Release | : 2003 |
Genre | : Technology & Engineering |
ISBN | : 9782883940628 |
The condition assessment of aged structures is becoming a more and more important issue for civil infrastructure management systems. The continued use of existing systems is, due to environmental, economical and socio-political assets, of great significance and is growing larger every year. Thus the extent of necessary repair of damaged reinforced concrete structures is of major concern in most countries today. Monitoring techniques may have a decisive input to limit expenditures for maintenance and repair of existing structures. Modern test and measurement methods as well as computational mechanics open the door for a wide variety of monitoring applications. The need for quantitative and qualitative knowledge has led to the development and improvement of surveillance techniques, which have already found successful application in other disciplines such as medicine, physics and chemistry. The design of experimental test and measurement systems is inherently an interdisciplinary activity. The specification of the instrumentation to measure the structural response will involve the skills of civil, electrical and computer engineers. The main aim of fib Commission 5, Structural servicer life aspects, is to provide a rational procedure to obtain an optimal technical-economic performance of concrete structures in service and to ensure a feedback of experience gained to design, execution, maintenance and rehabilitation. Against this background fib Task Group 5.1 Monitoring and Safety Evaluation of Existing Concrete Structures had been established to evaluate the existing practice worldwide. The objective of this state-of-art report is to summarize the most important inspection and measuring methods, to describe the working process and to evaluate the applicability to structural monitoring. Particular emphasis is placed upon non-destructive systems, lifetime monitoring, data evaluation and safety aspects.
Author | : United States. Federal Highway Administration |
Publisher | : |
Total Pages | : 958 |
Release | : 1971 |
Genre | : Highway research |
ISBN | : |
Author | : United States. Federal Highway Administration. Office of Highway Operations. Experimental Construction and Applications Branch |
Publisher | : |
Total Pages | : 140 |
Release | : 1977 |
Genre | : Bridges |
ISBN | : |
Participating states -- Bridge deck joint ratings -- Expansion joint devices (illustrations) -- States reports.
Author | : Janos Gergely |
Publisher | : |
Total Pages | : 130 |
Release | : 2009 |
Genre | : Concrete bridges |
ISBN | : |
The purpose of this research was to determine the minimum requirements in order to ensure satisfactory long-term performance and to develop a quality control program, including field sampling and testing during installation. There were two main phases to the research performed within this study. The first phase dealt with identification of critical material properties to establish a prequalification program. A total of eleven products were obtained and lab-mixed to determine the effects of varying polymer and aggregate types. This phase would also provide a baseline for material property values throughout the remainder of the research. In the second phase, site visits were made to fresh installations throughout North Carolina to obtain sample elastomeric concrete mixed in the field. Those sites were later revisited to obtain material from the same expansion joint after at least 4 months in service. When revisited, samples were obtained through means of coring. Cored sample test data could then be compared to the fresh sampling data to determine changes in physical properties with time. Older existing joints (over 5 years in-service life) were also identified and sampled to determine the physical property changes associated with long-term cyclic loading and environmental weathering.
Author | : Alessio Pipinato |
Publisher | : Elsevier |
Total Pages | : 1048 |
Release | : 2021-09-08 |
Genre | : Technology & Engineering |
ISBN | : 0323860141 |
Innovative 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
Author | : National Research Council |
Publisher | : National Academies Press |
Total Pages | : 53 |
Release | : 1974-02-01 |
Genre | : Technology & Engineering |
ISBN | : 0309022339 |
Many factors affect the amount of temperature-induced movement that occurs in a building and the extent to which this movement can occur before serious damage develops or extensive maintenance is required. In some cases joints are being omitted where they are needed, creating a risk of structural failures or causing unnecessary operations and maintenance costs. In other cases, expansion joints are being used where they are not required, increasing the initial cost of construction and creating space utilization problems. As of 1974, there were no nationally acceptable procedures for precise determination of the size and the location of expansion joints in buildings. Most designers and federal construction agencies individually adopted and developed guidelines based on experience and rough calculations leading to significant differences in the various guidelines used for locating and sizing expansion joints. In response to this complex problem, Expansion Joints in Buildings: Technical Report No. 65 provides federal agencies with practical procedures for evaluating the need for through-building expansion joints in structural framing systems. The report offers guidelines and criteria to standardize the practice of expansion joints in buildings and decrease problems associated with the misuse of expansions joints. Expansions Joints in Buildings: Technical Report No. 65 also makes notable recommendations concerning expansion, isolation, joints, and the manner in which they permit separate segments of the structural frame to expand and to contract in response to temperature fluctuations without adversely affecting the buildings structural integrity or serviceability.