東華大學圖書館 |

Language: English

Help

回圖書館首頁

手機版館藏查詢

Back

Switch To: Labeled | MARC Mode | ISBD

Damping technologies for tall buildi...

Lago, Alberto,

Linked to FindBook

Google Book

Amazon

博客來

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

Record Type:	Electronic resources : Monograph/item
Title/Author:	Damping technologies for tall buildings/ Alberto Lago, Dario Trabucco, Antony Wood.
Reminder of title:	theory, design guidance and case studies /
Author:	Lago, Alberto,
other author:	Trabucco, Dario,
Published:	Oxford ;Butterworth-Heinemann, an imprint of Elsevier, : 2019.,
Description:	1 online resource (1125 p.)
Notes:	Added damping-added stiffness systems
[NT 15003449]:	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
[NT 15003449]:	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
[NT 15003449]:	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
[NT 15003449]:	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
[NT 15003449]:	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
Subject:	Structural dynamics. -
Online resource:	https://www.sciencedirect.com/science/book/9780128159637
ISBN:	9780128159644 (electronic bk.)

Damping technologies for tall buildings = theory, 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:

658453
Structural dynamics.
Index Terms--Genre/Form:

542853
Electronic books.

LC Class. No.: TA654 / .L35 2019

Dewey Class. No.: 624.1/76

Damping technologies for tall buildings = theory, design guidance and case studies /
LDR:04136nmm a2200325 a 4500 001 2218125
006 m o d
007 cr cnu---unuuu
008 201120s2019 enk ob 001 0 eng d
020 $a 9780128159644 (electronic bk.)
020 $a 0128159642 (electronic bk.)
020 $a 9780128159637
020 $a 0128159634
035 $a (OCoLC)1056071179
035 $a ELS20100041
040 $a EBLCP $b eng $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
041 0 $a eng
050 4 $a TA654 $b .L35 2019
082 0 4 $a 624.1/76 $2 23
100 1 $a Lago, Alberto, $e author. $3 3451933
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 658453
650 0 $a Strains and stresses. $3 604938
650 0 $a Tall buildings $x Design and construction. $3 1602461
655 4 $a Electronic books. $2 lcsh $3 542853
700 1 $a Trabucco, Dario, $e author. $3 3451934
700 1 $a Wood, Antony, $d 1970- $e author. $3 3451935
856 4 0 $u https://www.sciencedirect.com/science/book/9780128159637