Engineering
Author :
Publisher :
Page : 782 pages
File Size : 39,42 MB
Release : 1888
Category : Engineering
ISBN :
Author :
Publisher :
Page : 782 pages
File Size : 39,42 MB
Release : 1888
Category : Engineering
ISBN :
Author : Art Art Drawing
Publisher : Createspace Independent Publishing Platform
Page : 52 pages
File Size : 36,57 MB
Release : 2017-07-13
Category :
ISBN : 9781548643416
Blank_Drawing_Book
Author : National Research Council (U.S.). Transportation Research Board
Publisher : Transportation Research Board National Research
Page : 112 pages
File Size : 23,29 MB
Release : 1988
Category : Technology & Engineering
ISBN :
There are 13 papers in this Record on bridge design and construction, including strengthening, laboratory and field testing, estimation and ecomomic analysis of replacement costs, and analytical procedures used for structural performance predictions.
Author :
Publisher :
Page : 1416 pages
File Size : 29,50 MB
Release : 1913
Category : Building
ISBN :
Author :
Publisher :
Page : 842 pages
File Size : 21,43 MB
Release : 1938
Category : Engineering
ISBN :
Author : Sukhen Chatterjee
Publisher : John Wiley & Sons
Page : 224 pages
File Size : 18,83 MB
Release : 2008-04-15
Category : Technology & Engineering
ISBN : 140514758X
Bridges are great symbols of mankind’s conquest of space. They are a monument to his vision and determination, but these alone are not enough. An appreciation of the mathematical theories underlying bridge design is essential to resist the physical forces of nature and gravity. The object of this book is to explain firstly the nature of the problems associated with the building of bridges with steel as the basic material, and then the theories that are available to tackle them. The book covers: a technological history of the different types of iron and steel bridges the basic properties of steel loads on bridges from either natural or traffic-induced forces the process and aims of design based on limit state and statistical probability concepts buckling behaviour of various components and large-deflection behaviour of components with initial imperfections detailed guidance on the design of plate and box girder bridges together with some design examples The Second Edition includes a completely new chapter on the history and design of cable-stayed bridges, the various types of cable used for them and their method of construction, and it addresses many of the changes introduced in the latest version of the British Standard Design Code for steel bridges, BS 5400: Part 3:2000.
Author :
Publisher :
Page : 844 pages
File Size : 33,6 MB
Release : 1938
Category : Engineering
ISBN :
Author : American Association of State Highway and Transportation Officials
Publisher : AASHTO
Page : 38 pages
File Size : 31,77 MB
Release : 2009
Category : Bridges
ISBN : 1560514698
Author : Michael A. Ritter
Publisher :
Page : 500 pages
File Size : 26,57 MB
Release : 2005
Category : Technology & Engineering
ISBN : 9781410221919
Timber's strength, light weight, and energy-absorbing properties furnish features desirable for bridge construction. Timber is capable of supporting short-term overloads without adverse effects. Contrary to popular belief, large wood members provide good fire resistance qualities that meet or exceed those of other materials in severe fire exposures. From an economic standpoint, wood is competitive with other materials on a first-cost basis and shows advantages when life cycle costs are compared. Timber bridges can be constructed in virtually any weather conditions, without detriment to the material. Wood is not damaged by continuous freezing and thawing and resists harmful effects of de-icing agents, which cause deterioration in other bridge materials. Timber bridges do not require special equipment for installation and can normally be constructed without highly skilled labor. They also present a natural and aesthetically pleasing appearance, particularly in natural surroundings. The misconception that wood provides a short service life has plagued timber as a construction material. Although wood is susceptible to decay or insect attack under specific conditions, it is inherently a very durable material when protected from moisture. Many covered bridges built during the 19th century have lasted over 100 years because they were protected from direct exposure to the elements. In modem applications, it is seldom practical or economical to cover bridges; however, the use of wood preservatives has extended the life of wood used in exposed bridge applications. Using modem application techniques and preservative chemicals, wood can now be effectively protected from deterioration for periods of 50 years or longer. In addition, wood treated with preservatives requires little maintenance and no painting. Another misconception about wood as a bridge material is that its use is limited to minor structures of no appreciable size. This belief is probably based on the fact that trees for commercial timber are limited in size and are normally harvested before they reach maximum size. Although tree diameter limits the size of sawn lumber, the advent of glued-laminated timber (glulam) some 40 years ago provided designers with several compensating alternatives. Glulam, which is the most widely used modem timber bridge material, is manufactured by bonding sawn lumber laminations together with waterproof structural adhesives. Thus, glulam members are virtually unlimited in depth, width, and length and can be manufactured in a wide range of shapes. Glulam provides higher design strengths than sawn lumber and provides better utilization of the available timber resource by permitting the manufacture of large wood structural elements from smaller lumber sizes. Technological advances in laminating over the past four decades have further increased the suitability and performance of wood for modern highway bridge applications.
Author :
Publisher :
Page : 962 pages
File Size : 12,16 MB
Release : 1911
Category : Engineering
ISBN :