• Home
  • Advanced Search
  • Directory of Libraries
  • About lib.ir
  • Contact Us
  • History

عنوان
Computational analysis and design of bridge structures

پدید آورنده
authors, Chung C. Fu and Shuqing Wang.

موضوع
Bridges -- Design and construction -- Data processing.

رده
TG300
.
A984
2015

کتابخانه
Center and Library of Islamic Studies in European Languages

محل استقرار
استان: Qom ـ شهر: Qom

Center and Library of Islamic Studies in European Languages

تماس با کتابخانه : 32910706-025

INTERNATIONAL STANDARD BOOK NUMBER

(Number (ISBN
1466579854
(Number (ISBN
9781466579859

NATIONAL BIBLIOGRAPHY NUMBER

Number
b573682

TITLE AND STATEMENT OF RESPONSIBILITY

Title Proper
Computational analysis and design of bridge structures
General Material Designation
[Book]
First Statement of Responsibility
authors, Chung C. Fu and Shuqing Wang.

.PUBLICATION, DISTRIBUTION, ETC

Place of Publication, Distribution, etc.
Boca Raton CRC Press [
Date of Publication, Distribution, etc.
2015]

CONTENTS NOTE

Text of Note
Part IGeneralIntroductionHistory of bridgesBridge types and design processLoads and load factorsCurrent development of analysis and design of bridgesOutlook on analysis and design of bridgesApproximate and refined analysis methodsIntroductionVarious bridge structural formsApproximate analysis methodsPlane frame analysis methodRefined analysis methodsDifferent types of bridges with their selected mathematical modelingNumerical methods in bridge structure analysisIntroductionFinite element methodAutomatic time incremental creep analysis methodInfluence line/surface live loading methodPart IIBridge behavior and modelingReinforced concrete bridgesIntroductionConcrete and steel material propertiesBehavior of nonskewed/skewed concrete beam-slab bridgesPrinciple and modeling of concrete beam-slab bridges2D and 3D illustrated examples: Three-span continuous skewed concrete slab bridges2D and 3D illustrated examples: RC T-beam bridge3D illustrated examples: Skewed simple-span transversely post-tensioned adjacent precast-concrete slab bridges-Knoxville Bridge, Frederick, MarylandPrestressed/post-tensioned concrete bridgesPrestressing basicsPrinciple and modeling of prestressing2D illustrated example of a prototype prestressed/post-tensioned concrete bridge in the United States3D illustrated example of a double-cell post-tensioning concrete bridge-Verzasca 2 bridge, Switzerland3D illustrated example of US23043 precast prestressed concrete beam bridge-MarylandIllustrated example of a three-span prestressed box-girder bridgeIllustrated example of long-span concrete cantilever bridges-Jiangsu, People's Republic of ChinaCurved concrete bridgesBasics of curved concrete bridgesPrinciple and modeling of curved concrete bridgesSpine model illustrated examples of Pengpo Interchange, Henan, People's Republic of ChinaGrillage model illustrated examples-FHWA Bridge No. 4 1853D finite element model illustrated examples-NCHRP case study bridgeStraight and curved steel I-girder bridgesBehavior of steel I-girder bridgesPrinciple and modeling of steel I-girder bridges2D and 3D illustrated example of a haunched steel I-girder bridge-MD140 Bridge, Maryland2D and 3D illustrated example of a curved steel I-girder bridge-Rock Creek Trail Pedestrian Bridge, Maryland2D and 3D illustrated example of a skewed and kinked steel I-girder bridge with straddle bent2D and 3D illustrated example of a global and local modeling of a simple-span steel I-girder bridge-I-270 Middlebrook Road Bridge, Germantown, MarylandStraight and curved steel box girder bridgesBehavior of steel box girder bridgesPrinciple and modeling of steel box girder bridges2D and 3D illustrated examples of a straight box girder bridge2D and 3D illustrated examples of a curved box girder bridge-Metro bridge over I495, Washington, DC2D and 3D illustrated examples of three-span curved box girder bridge-Estero Parkway Bridge, Lee County, FloridaArch bridgesIntroductionConstruction of arch bridgesPrinciple and analysis of arch bridgesModeling of arch bridges3D illustrated example of construction analyses-Yajisha Bridge, Guangzhou, People's Republic of China3D illustrated example of a proposed tied-arch bridge analyses-Linyi, People's Republic of China3D illustrated example of an arch bridge-Liujiang Yellow River Bridge, Zhengzhou, People's Republic of ChinaSteel truss bridgesIntroductionBehavior of steel truss bridgesPrinciple and modeling of steel truss bridges3D illustrated example-Pedestrian pony truss bridge2D illustrated example-Tydings Bridge, Maryland3D illustrated example-Francis Scott Key Bridge, Maryland3D illustrated examples-Shang Xin Bridge, Zhejiang, People's Republic of ChinaCable-stayed bridgesBasics of cable-stayed bridgesBehavior of cable-stayed bridgesConstruction controlPrinciple and modeling of cable-stayed bridgesIllustrated example of Sutong Bridge, Jiangsu, People's Republic of ChinaIllustrated example with dynamic mode analysis of Panyu Bridge, Guangdong, People's Republic of ChinaIllustrated example with dynamic mode analysis of long cables with crosstiesSuspension bridgesBasics of suspension bridgesConstruction of suspension bridgesBehavior of suspension bridgesPrinciple and modeling of suspension bridges3D illustrated example of Chesapeake Bay Suspension Bridge, MarylandPart IIISpecial topics of bridgesStrut-and-tie modelingPrinciple of strut-and-tie modelHand-calculation example of STM2D illustrated example 1-Abutment on pile2D illustrated example 2-Walled pier2D illustrated example 3-Crane beam2D/3D illustrated example 4-Hammerhead Pier of Thomas Jefferson Bridge2D illustrated example 5-Integral bent capAlternate compatibility STM and 2D illustrated example 6-Cracked deep bent capStabilityBasics of structural stabilityBucklingFEM approach of stability analysis3D illustrated example with linear buckling analysis of a pony truss, Pennsylvania3D illustrated example with linear buckling analysis of a standard simple arch rib3D illustrated example with linear buckling analysis of a proposed tied-arch bridge-Linyi, People's Republic of China3D illustrated example with nonlinear stability analysis of a cable-stayed bridge, Jiangsu, People's Republic of ChinaRedundancy analysisBasics of bridge redundancyPrinciple and modeling of bridge redundancy analysis3D example with redundancy analysis of a pony truss, Pennsylvania3D redundancy analysis under blast loading of a PC beam bridge, Maryland3D analysis under blast loading of a steel plate girder bridge, MarylandIntegral bridgesBasics of integral bridgesPrinciple and analysis of IABsModeling of IABsIllustrated example of a steel girder bridge in soil spring finite element modelIllustrated example of a steel girder bridge in 3D soil continuum finite element modelDynamic/earthquake analysisBasics of dynamic analysisPrinciple of bridge dynamic analysisModeling of bridge for dynamic analysis3D illustrated example of earthquake analysis by SPA, MPA, and NL-THA-FHWA Bridge No. 45363D illustrated example of a high-pier bridge subjected to oblique incidence seismic waves-Pingtang bridge, People's Republic of ChinaBridge geometryIntroductionRoadway curvesCurve calculationsCurve and surface tessellationBridge deck point calculationsPrecast segmental bridge geometry controlTrend of bridge computer modeling and visualizationReferencesIndex

TOPICAL NAME USED AS SUBJECT

Bridges -- Design and construction -- Data processing.

LIBRARY OF CONGRESS CLASSIFICATION

Class number
TG300
Book number
.
A984
2015

PERSONAL NAME - PRIMARY RESPONSIBILITY

authors, Chung C. Fu and Shuqing Wang.

PERSONAL NAME - ALTERNATIVE RESPONSIBILITY

C C Fu
Shuqing Wang, Highway engineer

ELECTRONIC LOCATION AND ACCESS

Electronic name
 مطالعه متن کتاب 

[Book]

Y

Proposal/Bug Report

Warning! Enter The Information Carefully
Send Cancel
This website is managed by Dar Al-Hadith Scientific-Cultural Institute and Computer Research Center of Islamic Sciences (also known as Noor)
Libraries are responsible for the validity of information, and the spiritual rights of information are reserved for them
Best Searcher - The 5th Digital Media Festival