Damping technologies for tall buildings : theory, design guidance and case studies

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Bibliographic Details
Main Authors: Lago, Alberto, (Author), Trabucco, Dario, (Author), Wood, Antony, 1970- (Author)
Format: eBook
Language: English
Published: Oxford ; Cambridge, MA : Elsevier, [2019]
Subjects:
Structural dynamics.
Strains and stresses.
Tall buildings > Design and construction.
elektronické knihy
electronic books
ISBN: 9780128159644
0128159642
0128159634
9780128159637
Physical Description: 1 online resource (1125 pages)

Cover

Table of contents

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007 cr cn|||||||||
008 181006s2019 enk ob 001 0 eng d
040 |a EBLCP  |b eng  |e rda  |e pn  |c EBLCP  |d N$T  |d YDX  |d OCLCF  |d UKMGB  |d UPM  |d KNOVL  |d OPELS  |d OTZ  |d LVT  |d D6H  |d STF  |d CEF  |d OCLCQ  |d U3W  |d GZM  |d OCLCQ  |d S2H  |d OCLCO  |d OCLCQ  |d SFB  |d OCLCQ  |d OCLCO  |d OCLCL  |d SXB  |d OCLCQ  |d OCLCO 
020 |a 9780128159644  |q (electronic book) 
020 |a 0128159642  |q (electronic book) 
020 |z 0128159634 
020 |z 9780128159637 
035 |a (OCoLC)1056071179  |z (OCoLC)1055284720  |z (OCoLC)1055831183  |z (OCoLC)1124998362 
100 1 |a Lago, Alberto,  |e author. 
245 1 0 |a Damping technologies for tall buildings :  |b theory, design guidance and case studies /  |c Alberto Lago, Dario Trabucco, Antony Wood. 
264 1 |a Oxford ;  |a Cambridge, MA :  |b Elsevier,  |c [2019] 
300 |a 1 online resource (1125 pages) 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
505 0 |a Front Cover; Damping Technologies for Tall Buildings; Copyright Page; Council on Tall Buildings and Urban Habitat; Epigraph and Epigraph Source; Contents; Acknowledgments; Main Authors; Contributors; Main Peer Review Panel; General Peer Review Panel; 1 Executive summary; 2 Introduction; 2.1 Aim of the Book; 2.2 Terms and Definitions; 2.3 List of Symbols and Abbreviations; 2.3.1 Abbreviations; 2.3.2 Symbols; 2.3.2.1 Subscript; 2.3.2.1.1 Greek symbols; 2.4 History of Dynamic Modification Devices in Tall Buildings; 2.5 Industrial Application of Damping Devices; 2.5.1 Vibration Control 
505 8 |a 2.5.2 Vibration and Seismic Control of Industrial Machine Structures2.5.3 Vibration Isolation of Buildings and Rail structures; 2.5.4 Vibration Control of Large Industrial Chimney Stacks; 3 Damping considerations in tall buildings; 3.1 Basic Principles of Building Response; 3.1.1 Single Degree-of-Freedom System; 3.1.1.1 Equations of motion; 3.1.1.2 Free vibration properties; 3.1.1.3 Forced vibration properties; 3.1.2 Multiple Degrees-of-Freedom System; 3.1.2.1 Equations of motion; 3.1.2.2 Free vibration properties; 3.1.2.3 Forced vibration properties; 3.1.3 Equivalent Viscous Damping 
505 8 |a 3.2 Damping in Tall Buildings3.2.1 Damping Modeling; 3.2.2 Intrinsic Damping; 3.2.2.1 Intrinsic damping sources; 3.2.2.2 Intrinsic damping estimation; 3.2.2.3 Intrinsic damping prediction; 3.2.2.4 Intrinsic damping code limitations; 3.3 Effect of Damping on Building; 3.3.1 Other Development Considerations; 3.4 Tall Buildings Wind-Excited Motion; 3.4.1 Building Wind Vibration; 3.4.2 Occupant Comfort; 3.4.2.1 Code perception criteria; 3.4.3 Wind Deflection Criteria; 3.5 Tall Buildings Earthquake-Excited Motion; 3.5.1 Principles of Performance-Based Earthquake-Resistant Design for Tall Buildings 
505 8 |a 3.5.2 The Role of Damping in the Seismic Response Control of Tall Buildings3.5.3 Seismic Deflection Criteria; 3.6 Environmental and Economic Considerations; 3.6.1 Life-Cycle Assessment; 3.6.1.1 Damaged-oriented life-cycle assessment; 3.6.2 Cost Implication of buildings with Dissipation Devices; 3.7 Damping Technology Uncertainty and Robustness Performance; 3.8 Alternative to Damping Devices; 4 An introduction to dynamic modification devices; 4.1 Passive Damping Systems; 4.1.1 Distributed Damping Approaches; 4.1.1.1 Velocity-dependent devices; 4.1.1.1.1 Fluid viscous dampers 
505 8 |a Basic design descriptionFunctional description; Specification requirements; Additional considerations; Seals; Power dissipation; Types of devices and manufacturers; 4.1.1.1.2 Viscoelastic dampers; Functional description; Material behavior; 3M ISD-111H material; High-damping rubber; Damper modeling description; Specification requirements; Type of devices and manufacturers; 4.1.1.2 Displacement-dependent devices; 4.1.1.2.1 Introduction to hysteretic models of displacement-dependent devices; 4.1.1.2.2 Materials; Steel; Lead; Copper; Aluminum; Shape memory alloys; 4.1.1.2.3 Standard devices 
500 |a Added damping-added stiffness systems 
504 |a Includes bibliographical references and index. 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty 
590 |a Knovel  |b Knovel (All titles) 
650 0 |a Structural dynamics. 
650 0 |a Strains and stresses. 
650 0 |a Tall buildings  |x Design and construction. 
655 7 |a elektronické knihy  |7 fd186907  |2 czenas 
655 9 |a electronic books  |2 eczenas 
700 1 |a Trabucco, Dario,  |e author.  |1 https://id.oclc.org/worldcat/entity/E39PCjwV3kH8KgjR6YkKyPfXh3 
700 1 |a Wood, Antony,  |d 1970-  |e author.  |1 https://id.oclc.org/worldcat/entity/E39PCjrpxkd8c3MQxrvGBhQvMd 
776 0 8 |i Print version:  |a Trabucco, Dario.  |t Damping Technologies for Tall Buildings.  |d San Diego : Elsevier Science & Technology, ©2018  |z 9780128159637 
856 4 0 |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpDTTBTDG1/damping-technologies-for?kpromoter=marc  |y Full text 

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