|
" Stress ribbon and cable-supported pedestrian bridges / "
Jiri Strasky.
| Document Type
|
:
|
BL
|
| Record Number
|
:
|
953783
|
| Doc. No
|
:
|
b708153
|
| Main Entry
|
:
|
Strʹaskʹy, Jiřʹi.
|
| Title & Author
|
:
|
Stress ribbon and cable-supported pedestrian bridges /\ Jiri Strasky.
|
| Publication Statement
|
:
|
London :: Thomas Telford,, 2005.
|
| Page. NO
|
:
|
viii, 232 pages :: illustrations ;; 29 cm
|
| ISBN
|
:
|
072773282X
|
|
|
:
|
: 9780727732828
|
| Bibliographies/Indexes
|
:
|
Includes bibliographical references and index.
|
| Contents
|
:
|
Machine derived contents note: Foreword vii -- 1 Introduction 1 -- 2 Structura systems and members 11 -- 2.1 Structural systems 11 -- 2.2 Structural members 20 -- 3 Design criteria 29 -- 3.1 Geometric conditions 29 -- 3.2 L oads 3 -- 3.3 Dynamics 31 -- 3 3.1 Physiological effect of vibrations 32 -- 3.3.2 Aerodynamic behaviour 33 -- 3.3.3 Seismic design 34 -- 4 Cable analysis 35 -- 4.1 Single cable 35 -- 4.2 Bending of the cable 41 -- 4.3 Natural modes and frequencies 45 -- 5 Effects of prestressing 47 -- 6 Creep and shrinkage of concrete 53 -- 7 Stress ribbon structures 61 -- 7.1 Structural arrangement 61 -- 7.2 Prestressed band 62 -- 7.3 Piers and abutments 70 -- 7.4 Transferring stress ribbon force into the soil 72 -- 7.5 Erection of the deck 76 -- 7.6 Static and dynamic analysis 80 -- 7.7 Special arrangements 9 -- 7.8 Stress ribbon supported by arch 95 -- 7.9 Structures stiffened by external tendons 101 -- 7,10 Static and dynamic loading tests 106 -- 8 Suspension structures 115 -- 8.1 Structural arrangement 115 -- 8.2 Erection of structures 122 -- 8.3 Static and dynamic analysis 129 -- 8.3.1 The initial stage of an earth-anchored suspension structure 130 -- 8.3.2 Analysis of suspension structures 132 -- 8.3.3 Parametric study 134 -- 8.3.4 Examples of analysis 137 -- 8.3.5 Static and dynamic loading tests 139 -- 9 Cabe-stayed structures 141 -- 9.1 Structural arrangement 141 -- 9.2 Erection of structures 145 -- 9.3 Static and dynamic analysis 147 -- 9.3.1 Stay cables 148 -- 9.3 2 Redistribution of stresses due to creep and shrinkage 151 -- 10 Curved structures 155 -- 11 Examples 161 -- 11.1 Stress ribbon structures -- 11.1.1 Bircherweid Bridge, Switzerland 161 -- 11.1.2 Lignon-Loex Bridge, Geneva, Switzerland 161 -- 11.1.3 Freiburg Bridge, Germany 162 -- 11.1.4 DS-L Bridges, Czech Republic 164 -- 11.1.5 Sacramento River Trail Bridge, Redding, California, USA 169 -- 11.1.6 Umenoki-Todoro Park Bridge, Japan 170 -- 11.1.7 Yumetsuri Bridge, Japan 171 -- 11.1.8 Tonbo No Hashi Bridge Japan 173 -- 11.1,9 Blue Valley Ranch Bridge, Colorado, USA 173 -- 11.1.10 Rogue River Bridge, Grants Pass, Oregon, USA 174 -- 11.1.11 Kikko Bridge, Japan 176 -- 11.1.12 Kent Messenger Millennium Bridge, Maidstone, UK 177 -- 11.1.13 Rosenstein II Bridge, Stuttgart, Germany 180 -- 11.1.14 Phorzheim llII Bridge, Germany 181 -- 11.1.15 Punt da Suransuns Bridge, Switzerland 182 -- 11.1.16 Bridge across freeway R3508 near Olomouc, Czech Republic 183 -- 111.17 Tokimeki Bridge, Japan 185 -- 11.1.18 Morino-Wakuwaku Bridge, Japan 186 -- 11.2 Suspension structures 188 -- 11.2.1 Bridges over the Segre River in Alt Urgell, L6rida, Spain 188 -- 11.2.2 Max-Eyth-See Bridge, Stuttgart, Germany 189 -- 11.2.3 Phorzheim I Bridge, Germany 191 -- 11.2.4 Vranov Lake Bridge, Czech Republic 191 -- 11.2.5 Willamette River Bridge, Eugene, Oregon, USA 194 -- 11.2.6 McKenzie River Bridge, Eugene, Oregon, USA 196 -- 11.2.7 Halgavor Bridge, UK 199 -- 11.2.8 Bridge Kelheim, Germany 200 -- 11.2.9 Bridge in Deutsches Museum in Munich, Germany 201 -- 11.2.10 Ishikawa Zoo Bridge, Japan 201 -- 11.2.11 Shiosai Bridge, Japan 202 -- 11.2.12 Ganmon Bridge, Japan 204 -- 11.2.13 Ayumi Bridge, Japan 205 -- 11.2.14 Tobu Bridge, Japan 206 -- 11.2.15 Inachus Bridge, Japan 208 -- 11.2.16 Johnson Creek Bridge, Oregon, USA 209 -- 11.3 Cable-stayed structures 210 -- 11.3.1 Neckar River Bridge, Mannheim, Germany 210 -- 11.3.2 Scripps Crossing at UCSD, La Jolla, CA, USA 210 -- 11.3.3 Hungerford Bridge, London, UK 211 -- 11.3.4 Bridge across freeway D47, Czech Republic 214 -- 11.3.5 Lockmeadow Bridge, Maidstone, Kent, UK 214 -- 11.3.6 Glorias Catalanas Bridge, Barcelona, Spain 216 -- 11.3.7 Rosewood Golf Club Bridge, Japan 217 -- 11.3.8 Bridge across freeway Dl, Czech Republic 218 -- References 221.
|
| Abstract
|
:
|
"By looking at how slender concrete deck is used in the design of suspension and cable stayed structures, Stress Ribbon and Cable-supported Pedestrian Bridges highlights their characteristic feature: their rigidity, which is mainly given by the tension stiffness of prestressed concrete decking so much so that movement caused by pedestrians or wind does not register as discomfort by its users. Illustrated throughout, this book provides examples of outstanding structures, including bridges designed by the author, which have been recently completed."--BOOK JACKET.
|
| Subject
|
:
|
Cable-stayed bridges-- Design and construction.
|
| Subject
|
:
|
Footbridges-- Design and construction.
|
| Subject
|
:
|
Suspension bridges-- Design and construction.
|
| Subject
|
:
|
Cable-stayed bridges-- Design and construction.
|
| Subject
|
:
|
Footbridges-- Design and construction.
|
| Subject
|
:
|
Suspension bridges-- Design and construction.
|
| Subject
|
:
|
Brückenbau.
|
| Subject
|
:
|
Fußgängerbrücke.
|
| Subject
|
:
|
Fußgängerbrücke.
|
| Subject
|
:
|
Hängebrücke.
|
| Subject
|
:
|
Kabelbrücke.
|
| Subject
|
:
|
Kabelbrücke.
|
| Subject
|
:
|
Schrägseilbrücke.
|
| Subject
|
:
|
Spannbetonbrücke.
|
| Dewey Classification
|
:
|
624.23
|
| LC Classification
|
:
|
TG428.S73 2005
|
| NLM classification
|
:
|
U448.11clc
|
|
|
:
|
ZI 6669rvk
|
| |