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Damping technologies for tall buildi...

Lago, Alberto,

Damping technologies for tall buildingstheory, design guidance and case studies /

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Damping technologies for tall buildingsAlberto Lago, Dario Trabucco, Antony Wood.
其他題名:	theory, design guidance and case studies /
作者:	Lago, Alberto,
其他作者:	Trabucco, Dario,
出版者:	Oxford ;Butterworth-Heinemann, an imprint of Elsevier,2019.
面頁冊數:	1 online resource (1125 p.)
附註:	Added damping-added stiffness systems
標題:	Structural dynamics.
電子資源:	https://www.sciencedirect.com/science/book/9780128159637
ISBN:	9780128159644 (electronic bk.)

Damping technologies for tall buildingstheory, design guidance and case studies /
Lago, Alberto,

Damping technologies for tall buildingstheory, design guidance and case studies /[electronic resource] :Alberto Lago, Dario Trabucco, Antony Wood. - Oxford ;Butterworth-Heinemann, an imprint of Elsevier,2019. - 1 online resource (1125 p.)

Added damping-added stiffness systems

Includes bibliographical references and index.

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

ISBN: 9780128159644 (electronic bk.)Subjects--Topical Terms:

195943
Structural dynamics.
Index Terms--Genre/Form:

214472
Electronic books.

LC Class. No.: TA654 / .L35 2019

Dewey Class. No.: 624.1/76

Damping technologies for tall buildingstheory, design guidance and case studies /
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245 1 0 $a Damping technologies for tall buildings $h [electronic resource] : $b theory, design guidance and case studies / $c Alberto Lago, Dario Trabucco, Antony Wood.
260 $a Oxford ; $a Cambridge, MA : $b Butterworth-Heinemann, an imprint of Elsevier, $c 2019.
300 $a 1 online resource (1125 p.)
500 $a Added damping-added stiffness systems
504 $a Includes bibliographical references and index.
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
588 0 $a Online resource; title from digital title page (viewed on November 06, 2018).
650 0 $a Structural dynamics. $3 195943
650 0 $a Strains and stresses. $3 190460
650 0 $a Tall buildings $x Design and construction. $3 574928
655 4 $a Electronic books. $2 local. $3 214472
700 1 $a Trabucco, Dario, $e author $3 856249
700 1 $a Wood, Antony, $d 1970- $e author $3 856250
856 4 0 $u https://www.sciencedirect.com/science/book/9780128159637