Results 21 to 30 of about 5,896 (266)

Benchmark footbridge for vibration serviceability assessment under vertical component of pedestrian load [PDF]

open access: yes, 2012
Vibration serviceability criteria are governing the design and determining the cost of modern, slender footbridges. Efficient and reliable evaluation of dynamic performance of these structures usually requires a detailed insight into the structural ...
Živanović, Stana
core   +1 more source

Design and Preliminary Testing of Demand-Responsive Transverse Rumble Strips [PDF]

open access: yes, 2019
Transverse rumble strips are common practice to alert drivers by engaging their auditory and tactile senses in addition to visual senses by traffic signals.
Hossen, Md Shakhawat   +5 more
core   +2 more sources

Design of Lightweight Footbridges for Human Induced Vibrations [PDF]

open access: yes, 2009
Nowadays, it is well-known that for the structural safety verification of footbridges, and for the comfort guarantee of its users, it is fundamental to consider the effect of human induced vibrations, particularly: vibrations due to pedestrian traffic ...
BUTZ Chr.   +15 more
core   +1 more source

PEDESTRIAN-INDUCED VIBRATION IN FRP TRUSS FOOTBRIDGES

open access: yesDoboku Gakkai Ronbunshu, 2003
本論文では, スパン30mクラスのFRP歩道橋の振動特性を明らかにすることを目的として, まず, ガラス繊維補強FRP形材を用いて断面算定を行い, その自由振動解析から, 1次の非減衰自由振動モードは水平横方向変形の卓越するモードで, その振動数が歩行との共振周波数と近接していることを論じている. 次に, 単独歩行者モデルを用いた時刻歴応答解析を実施し, 水平横方向の固有振動数に近い歩行振動数の歩行外力を入力した場合, 水平横方向に大きな応答を生ずることを明らかにした. 対応する振動モードでの軸歪エネルギーが卓越する部材のみをカーボン繊維形材にすることで, 歩行による振動を小さく抑えることができることも示している.
Seishi YAMADA, Sumio CHIKADA
openaire   +2 more sources

Non-local first-order modelling of crowd dynamics: a multidimensional framework with applications [PDF]

open access: yes, 2010
In this work a physical modelling framework is presented, describing the intelligent, non-local, and anisotropic behaviour of pedestrians. Its phenomenological basics and constitutive elements are detailed, and a qualitative analysis is provided.
Andrea Tosin   +37 more
core   +1 more source

Long term monitoring and field testing of an innovative multi-storey timber building [PDF]

open access: yes, 2011
Peer ...
Kohli, Varun   +4 more
core   +1 more source

Assessment of dynamic and long-term performance of an innovative multi-story timber building via structural monitoring and dynamic testing [PDF]

open access: yes, 2012
Peer ...
Desgeorges, Yohann   +5 more
core   +1 more source

Modelling human actions on lightweight structures : experimental and numerical developments [PDF]

open access: yes, 2015
This paper presents recent, numerical and experimental, developments in modelling dynamic loading generated by humans. As modern structures with exposure to human-induced loading, such as footbridges, building floors and grandstands, are becoming ever ...
Živanović, Stana
core   +5 more sources

Air Waves Induced by Truck Passage in a Slender Motorway

open access: yesShock and Vibration, 2022
The interaction between a pedestrian bridge for a motorway crossing and air pressure waves induced by the truck passage is discussed with reference to a slender footbridge in Pregnana (Italy).
Fabio Rizzo   +3 more
doaj   +1 more source

Identification of a Human-Structure Interaction Model on an Ultra-Lightweight FRP Footbridge

open access: yesApplied Sciences, 2021
Due to the high strength-to-weight ratio of fibre reinforced polymers (FRPs), human-induced vibration problematic remains as a subject to be fully comprehended in order to extend the use of composites in Bridge Engineering.
Christian Gallegos-Calderón   +3 more
doaj   +1 more source

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