Cable stayed bridge design example pdf

The hoechst bridge and the dames point bridge are examples that fully utilized. The tallest cablestayed bridge is the millau viaduct in france. When a cable stayed bridge is chosen, the initial design phase is of utmost importance. A simple model of the bridge, comprising beam elements for the longitudinal deck girder and lower and truss elements for stay cables, is used. Cablestayed bridges are becoming very popular, and replacing the suspension bridges. List of longest cablestayed bridge spans wikipedia. This paper studies cable stayed bridges cbss, with special focus on the initial force distributions in cables during construction phases. Analyze and calculates loads of a suspension bridge and. This thesis examines issues other than design calculation in cable systems such as protection of cables, fatigue and. It is a very efficient means of achieving a long span and aesthetically pleasing.

Many early suspension bridges were cable stayed construction, including the 1817 footbridge dryburgh abbey bridge, james dredges patented victoria bridge, bath 1836, and the later albert bridge 1872 and brooklyn bridge 1883. This is my 2015 capstone design project at the university of ottawa, canada. The topics and design examples of the handbook are published. The main purpose of my research is to introduce motion based design 3 as an approach to cable stayed bridge structural analysis and design. Alternatives in the design and construction of cablestayed. This is in contrast to the modern suspension bridge, where the cables supporting the deck are suspended vertically from the main cable.

Cable stayed bridges are extremely elegant and very effective structures and they are also architectural landmarks. Designing bridges is one of the more challenging aspects of civil engineering. Comparison between three types of cable stayed bridges using. Cable stayed bridges were created as an economical way to span long distances. Moreover, the possible extreme scenario which can trigger the progressive collapse of a cablestayed bridge should be studied. Figure 17 photograph showing cantilever cable stayed bridge.

The prime objective of the present work is to model an optimized cable stayed bridge with. To increase the bridges strength designers introduce truss to the bridges beam. The first bridge was built across the elbe river near podebrady and the second bridge was built over a major railroad junction in praguevrsovice. Cable stayed bridges have one or more towers, each of which anchors a set of. Early chinese people used the cable stayed system to construct suspension bridges out of hemp rope and iron chains 6. The idea of using cables to support bridge spans is by no means new, and a number of examples of this type of construction. Lec12 cablestayed 2012 department of civil and systems. This book describes the fundamentals of design analysis, fabrication and construction, in which the author refers to 250 built examples to illustrate all aspects. An algorithm for the optimal design of the pretensioning sequence of cables is presented. It can also be placed along one of the sides of the structure. Cable stayed bridges were highly statically indeterminate structures and in order to find out exact solution of these highly indeterminate systems and analyse the cable stayed bridge the electronic computers played a very vital role. How does the suspension bridge compare with the cable stayed bridge.

The form of the bridge will be a triangulated pinjointed steel truss see photo 4 below this has been determined to be the most appropriate form of bridge chosen from the many different types of bridge structure used throughout the world. The innovative deck profile of cable stayed bridge proposed here for an analysis of different types of deck profiles by using cable stayed bridge system. In this bridge, the cross section of the deck was similar to the one used in. Optimum size, position and number of cables in cablestayed. In cable stayed structures, cables stabilize vertical or sloped compression members usually called masts or pylons and serve as tensiononly members. Since the introduction of this new type of bridge by j. Tower or pylon considered in the design of bridges. Seminar report on cable suspension bridge to be submitted in partial fulfilment of the requirement for the degree of bachelor of technology in civil engineering under the guidance of dr. Design and construction of cablestayed bridges in the. This paper also includes a case study, which outlines the design considerations and. Cable stayed bridges can also use four arrangements for their support columns.

In this article, we take a look at one of the most popular bridge design systems of modern times the cablestayed bridge design system. Pdf design concepts and case studies for cable stayed bridges, in which aesthetics and environmental conditions required particular consideration. The purpose of this thesis is to preliminary design three bridge alternatives. In case qf a self anchored cable stayed bridge the erection could have been carried out without any temporary supports. Engineering, structural design and bridges group, at the royal institute of. Cable stayed bridge design example pdf squarespace. For a longspan cable stayed bridge, the huge initial stress accumulated in the pylon and the girder will reduce the overall structure stiffness. The combination of multiple simple systems allows for a structure where the role of each of its components is well defined.

The computer program saddle is used for optimization. The results of some feasibility studies on building a cable stayed bridge with a main span over 1,000 meters motivated some huge bridge projects in southeast asia. Oct 24, 2007 a methodology for preliminary design of cablestayed bridges using optimization techniques is presented. The reason for this reversal was that aerodynamic studies proved that i. Naveed anwar pakistaniborn structural engineer and. Cablestayed bridges schragseilbrucken concrete eth zurich. The cable stayed part of the bjornafjorden bridge is well within spanlengths of conventional cable stayed bridges. Design and construction of cablestayed bridges in the czech. This option uses on column for cable support, usually through a projection in the center of the deck. The designs of cable stayed bridges in the united states have reflected trends in both cable arrangement and deck material. A distinctive feature are the cables or stays, which run directly from the tower to the deck, normally forming a fanlike pattern or a series of parallel lines. Another type of suspension bridge is a cablestayed design.

The pascokennewick bridge 1978 over the columbia river in washington state supported its centre span of 294 metres 981 feet from two double concrete towers, the cables fanning down to the concrete deck on either side of the roadway. The numerous illustrations provide examples of existing structures and document their critical parameters, including examples of outstanding. Jul 22, 20 thus the economically efficient range of cable stayed bridges is tending to move towards even larger spans, and cable stayed bridges are increasingly the focus of interest worldwide. The definition of cablestayed bridge deck length used here is. Cable stayed bridges, for example, are typically used to span medium to long distances. Structural response of cable stayed bridges to cable loss page i abstract cable stayed bridges are highly redundant structures that are vulnerable to intentional and accidental extreme events that may lead to cable loss. Improved aesthetics looks similar to cable stayed bridges sleeker superstructure than girder bridge construction ease in construction lesser tower height than cable stayed bridge. The first modern cable stayed bridge was completed in sweden in 1956.

Many early suspension bridges were the construction of cables, including the walkway abbey bridge of 1817, the. A cable stayed bridge is one where the bridge deck is stayed by cables attached to towers. It is 1,125 feet tall and more than 8,000 feet long. A continuous part of the bridge deck that is supported only by staycables and pylons, or are free spans. The basic structural form of a cable stayed bridge is a series of overlapping. Untraditional features as inlength inclination of the tower, and grouping of cables makes the design more challenging, but has advantages in a smoother stiffness transition to the floating bridge and esthetics. The objective of the project was to design a light rail train bridge between ott. An extensive parametric study is then conducted using this optimization code to develop a database for the optimum design of semifan cable stayed bridges. For example, the recommended bike sharing system would present an. Other situations may call for cable stayed bridges, where the deck is not straight in plan but curved. Comparing to a cable stayed bridge, there are several advantages of an extradosed bridge for spans shorter than 200 m. This paper focuses primarily on this second type of cable supported structure, cable stayed structures. As late as 1970, the practical span limit of steel cable stay bridges was considered to be 300 m 1,000 ft.

Cable stayed bridges date back to 1595, where designs were found in machinae novae, a book by croatianvenetian inventor fausto veranzio. Pdf cablestayed bridges for urban spaces researchgate. Particular attention is given to s true ture concept, geometric configuration, design considerations, structural details, and method of construction. Ductile and brittle cables are considered in series and mixed system analyses, respectively. A cablestayed bridge has one or more towers or pylons, from which cables support the bridge deck. Stay cables of a cable stayed bridge are posttensioned to counteract the effect of the bridge dead load. The potential loss of a major element, which imposes dynamic effects to the structure, can subsequently lead to the.

Optimum size, position and number of cables in cable. Pedestrian bridges with only about 40 m ft span can be. There are many other examples of ancient cable stayed bridge systems found around the world. Cable stayed bridges there are some misconceptions regarding the range of feasibility of cable stayed bridges. In the design of modern cable stayed bridges, one objective is to produce an aesthetically appealing bridge which blends with its surroundings. A bridge that consists of one or more pylons with cables. The bending moments in the main girder and the pylon are minimized by. Pdf construction and design of cable stayed bridges book. The book examines all aspects of the design of cable stayed bridges. This bridge s design and success were made possible as new materials and construction techniques were developed. Extradosed bridge resembles similarity to cable stayed bridges, the difference lies in the tower height and the depth of the girder. These challenges include bridge design require ments, the alternative design process, and balanced cantilever construction. Design considerations in cablestayed roof structures.

Pdf optimum design of cablestayed bridges researchgate. Jyoti prasad professor department of civil engineering, college of technology submitted by. The author discusses the design, analysis and construction of two innovative precast, prestressed concrete cable stayed bridges recently built in the czech republic. For example, the statement is often made that cable stayed bridges are suitable only for spans from 100 to 400 in about 300 to 0 ft. Starting with a brief history, it addresses general design criteria and current technology, as well as static and dynamic analysis.

An example of a massive bridge having one main cable on each s. In comparison with the continuous girder bridges, the internal forces due to both dead load and live load are much smaller in cablestayed bridges. Alternatives in the design and construction of cable. As the live loads produce small stress variations on the extradosed cables.

Cable stayed bridges, stressing sequence, optimizations, force equilibrium methods. There are several different design techniques employed to span short, medium, and long distances. Cable supported bridges 192 bridge, the ohshima bridge, the ask0y bridge, the great belt east bridge, the h8ga kusten bridge and the kurushima bridges all based on the streamlined box girder concept have been build with vertical hangers. Improved aesthetics looks similar to cable stayed bridges sleeker superstructure than girder bridge construction ease in construction lesser tower height than cable stayed bridge simpler superstructure economics less material consumption of superstructure nearly 30% lesser than girder bridge less load on foundationsaving in foundation. Several numerical examples are presented including one for the great. As part of the initial design process you are required to analyse the proposed bridge and determine the. International journal of engineering and techniques.

For cable stayed bridges the cable forces are an important factor in the design process 4. In this example we will design the cables of the suspension bridge. Cable stayed bridge development the development of a cable stayed bridge presents its own set of special challenges during conception, design, and con struction. Therefore, the main purpose of the extradosed cables is to compress the deck, and not only to give vertical suspension to it, as in cable stayed bridges. For example, xiaoyudong 2 deck system bridge in china was damaged during the may 12th 2008 3 cable system supporting the deck wenchuan earthquake with the magnitude of 8. The span of steel cablestayed bridges has now exceeded m, with the sutong bridge spanning the yangtze river in china with a main span of 1088 m, being the longest. Krzysztof zoltowski and tomasz wask 2008, presented dynamic analysis and site test of cable stayed bridge over vistula river in plock.

Recently, concrete cable stayed bridges are considered. Eth zurich chair of concrete structures and bridge design bridge design. One of the most common design options for a cable stayed bridge is called the single arrangement. In this paper, a new robot system for the inspection of stay cables is proposed. A cable stayed bridge is a structure with several points in each span between the towers supported upward in a slanting direction with inclined cables and consists of main towers, cable stays, and main girders, as shown in fig. Pdf extradosed bridges in polanddesign and construction. Using a sample cable stayed bridge design, a study is conducted to assess the practicability of systemreliability analytical methods to assist in the design of cable stayed bridges. Keywords cable stayed bridges, high strength steel, orthotropic type decks, suspension bridge. However, the cablestayed bridge concept offers more and can adapt to very special boundary conditionsthe outcome may be e. Bridge design to eurocodes worked examples worked examples presented at the workshop bridge design to eurocodes, vienna, 46 october 2010 support to the implementation, harmonization and further development of the eurocodes y. The topics and design examples of the handbook are published separately for.

In the analysis of a cable stayed bridge, if no extra adjustment forces are applied to the cable, most of the structural weight of the girder will be distributed along the girder. Both bridges are suspended in the bridge axis on composite steel pylons that are fixed into the deck see fig. Design of cable systems for cable suspended bridges. Comparison between three types of cable stayed bridges.

The first bridge was built across the elbe river near podebrady and the second bridge was built over a. In this paper the computer program midas is used to model and analyse the examples. Cable stayed bridges an overview sciencedirect topics. Analysis of the performance of cablestayed bridges under. This example of a singlespan, earthanchored cablestayed bridge. Cantileverconstructed boxgirder bridge extradosed bridge cable stayed bridge figure 3 comparison between cantileverconstructed. Mar 31, 2011 as the most important component of cable. This is because the design of cable stayed bridges was governed not only by financial, practical and technical requirements, but also, to a great extent, by aesthetic and architectural considerations. The cable stay design is best suited for a medium span range. The robot not only replaces human workers in carrying out risky tasks in a hazardous environment but also increases operational efficiency by eliminating.

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