Dynamic Loads Due to Synchronized Movements of People

S.O. Hansen; John Dalsgaard Sørensen

Dynamic Loads Due to Synchronized Movements of People

Sektionen for Konstruktioner, Geoteknik og Risiko

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

Abstract

Structures like sport stadiums, grandstands and arenas for rock concerts become larger and more and more flexible. Therefore dynamic effects due to loads from synchronized movements of people become more important. This paper describes a spectral approach to model the structural response, and the paper focus on the load harmonics determining the load effects o f synchronized movements. The Jack of load correlation is determined by correlation coefficients, which are specified as fimetion o f the load harmonic considered. The model is calibrated to measured data and simplified procedures for implementation in structural codes are presented.

Originalsprog	Engelsk
Titel	Structural Dynamics - EURODYN2002 : Proceedings of the 4th international conference on structrual dynamics
Redaktører	H. Grundmann, G.I. Schuëller
Antal sider	6
Vol/bind	2
Udgivelsessted	Lisse
Forlag	Swets & Zeitlinger
Publikationsdato	2002
Sider	1217-1222
ISBN (Trykt)	90 5809 512 6, 90 5809 510 X
Status	Udgivet - 2002
Begivenhed	Proceedings of the 4th International Conference on Structural Dynamics - Munich, Tyskland Varighed: 2 sep. 2002 → 5 sep. 2002

Konference

Konference	Proceedings of the 4th International Conference on Structural Dynamics
Land/Område	Tyskland
By	Munich
Periode	02/09/2002 → 05/09/2002

Emneord

Dynamic loads
Codes
Stochastic model
Synchronized movements

AUB Link

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Citationsformater

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title = "Dynamic Loads Due to Synchronized Movements of People",

abstract = "Structures like sport stadiums, grandstands and arenas for rock concerts become larger and more and more flexible. Therefore dynamic effects due to loads from synchronized movements of people become more important. This paper describes a spectral approach to model the structural response, and the paper focus on the load harmonics determining the load effects o f synchronized movements. The Jack of load correlation is determined by correlation coefficients, which are specified as fimetion o f the load harmonic considered. The model is calibrated to measured data and simplified procedures for implementation in structural codes are presented.",

keywords = "Dynamic loads, Codes , Stochastic model, Synchronized movements, Dynamic loads, Codes , Stochastic model, Synchronized movements",

author = "S.O. Hansen and S{\o}rensen, {John Dalsgaard}",

year = "2002",

language = "English",

isbn = "90 5809 512 6",

volume = "2",

pages = "1217--1222",

editor = "H. Grundmann and G.I. Schu{\"e}ller",

booktitle = "Structural Dynamics - EURODYN2002",

publisher = "Swets & Zeitlinger",

note = "Proceedings of the 4th International Conference on Structural Dynamics ; Conference date: 02-09-2002 Through 05-09-2002",

}

Hansen, SO & Sørensen, JD 2002, Dynamic Loads Due to Synchronized Movements of People. i H Grundmann & GI Schuëller (red), Structural Dynamics - EURODYN2002: Proceedings of the 4th international conference on structrual dynamics. bind 2, Swets & Zeitlinger, Lisse, s. 1217-1222, Proceedings of the 4th International Conference on Structural Dynamics, Munich, Tyskland, 02/09/2002.

Dynamic Loads Due to Synchronized Movements of People. / Hansen, S.O.; Sørensen, John Dalsgaard.
Structural Dynamics - EURODYN2002: Proceedings of the 4th international conference on structrual dynamics. red. / H. Grundmann; G.I. Schuëller. Bind 2 Lisse: Swets & Zeitlinger, 2002. s. 1217-1222.

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

TY - GEN

T1 - Dynamic Loads Due to Synchronized Movements of People

AU - Hansen, S.O.

AU - Sørensen, John Dalsgaard

PY - 2002

Y1 - 2002

N2 - Structures like sport stadiums, grandstands and arenas for rock concerts become larger and more and more flexible. Therefore dynamic effects due to loads from synchronized movements of people become more important. This paper describes a spectral approach to model the structural response, and the paper focus on the load harmonics determining the load effects o f synchronized movements. The Jack of load correlation is determined by correlation coefficients, which are specified as fimetion o f the load harmonic considered. The model is calibrated to measured data and simplified procedures for implementation in structural codes are presented.

AB - Structures like sport stadiums, grandstands and arenas for rock concerts become larger and more and more flexible. Therefore dynamic effects due to loads from synchronized movements of people become more important. This paper describes a spectral approach to model the structural response, and the paper focus on the load harmonics determining the load effects o f synchronized movements. The Jack of load correlation is determined by correlation coefficients, which are specified as fimetion o f the load harmonic considered. The model is calibrated to measured data and simplified procedures for implementation in structural codes are presented.

KW - Dynamic loads

KW - Codes

KW - Stochastic model

KW - Synchronized movements

KW - Dynamic loads

KW - Codes

KW - Stochastic model

KW - Synchronized movements

M3 - Article in proceeding

SN - 90 5809 512 6

SN - 90 5809 510 X

VL - 2

SP - 1217

EP - 1222

BT - Structural Dynamics - EURODYN2002

A2 - Grundmann, H.

A2 - Schuëller, G.I.

PB - Swets & Zeitlinger

CY - Lisse

T2 - Proceedings of the 4th International Conference on Structural Dynamics

Y2 - 2 September 2002 through 5 September 2002

ER -

Dynamic Loads Due to Synchronized Movements of People

Abstract

Konference

Emneord

AUB Link

Fingeraftryk

Citationsformater