Results 1 to 10 of about 149,695 (117)
Vibration Serviceability of Footbridges Made of the Sustainable and Eco Structural Material: Glued-Laminated Wood [PDF]
In this paper, dynamic analyses of two untypical, modern footbridges made of glued-laminated timber are presented. One of them is among the longest cable-stayed bridges for pedestrians in the world, made of such a structural material. Both structures are
Paweł Hawryszków, Jan Biliszczuk
exaly +3 more sources
Prioritization of Resilience Initiatives for Climate-Related Disasters in the Metropolitan City of Venice. [PDF]
Abstract Increases in the magnitude and frequency of climate and other disruptive factors are placing environmental, economic, and social stresses on coastal systems. This is further exacerbated by land use transformations, urbanization, over‐tourism, sociopolitical tensions, technological innovations, among others.
Bonato M +7 more
europepmc +2 more sources
Four species of Bacidina (Ramalinaceae, Lecanorales, Ascomycota) are described as new to science from northern Europe (mainly Swedish material): Bacidina ferax S.Ekman, Bacidina lignicola S.Ekman, Bacidina maculans S.Ekman and Bacidina populnea S.Ekman.
Stefan Ekman
wiley +1 more source
Modal identification and damping performance of a full‐scale GFRP‐SFRSCC hybrid footbridge
Abstract Slender footbridges are prone to excessive vibrations due to pedestrian effects, and comfort criteria often govern their design. In this sense, composite materials that combine high damping capacity with relatively high stiffness and low mass can provide functional benefits.
Vitor Dacol +2 more
wiley +1 more source
Summary Global Navigation Satellite System (GNSS) positioning technology has had widespread applications in the structural health monitoring as its overall performance has improved significantly in the last two decades. It is capable of providing timely and accurate structural vibration information such as dynamic displacements and modal frequencies at
Jiayong Yu +5 more
wiley +1 more source
This paper presents a numerical study on the deterministic and probabilistic serviceability assessment of footbridge vibrations due to a single walker crossing. The dynamic response of the footbridge is analyzed by means of modal analysis, considering only the first lateral and vertical modes.
Cristoforo Demartino +3 more
wiley +1 more source
Interaction between Walking Humans and Structures in Vertical Direction: A Literature Review
Realistic simulation of the dynamic effects of walking pedestrians on structures is still a considerable challenge. This is mainly due to the inter‐ and intrasubject variability of humans and their bodies and difficult‐to‐predict loading scenarios, including multipedestrian walking traffic and unknown human‐structure interaction (HSI) mechanisms.
Erfan Shahabpoor +3 more
wiley +1 more source
Since 1995, we have been measuring the in situ dynamic characteristics of different types of footbridges built in Portugal (essentially steel and precast reinforced concrete decks) with single spans running from 11 to 110 m long, using expedite exciting and measuring techniques.
C. S. Oliveira, Nuno Maia
wiley +1 more source
Human‐Induced Vibration of Long‐Span Multi‐Layer Composite Beams—Analytical Calculation Method
ABSTRACT The finite element method (FEM) provides a general framework for analyzing virtually all types of structures under various loading conditions. Nevertheless, in certain situations, designers may identify that the structural system exhibits predominantly beam‐like behavior, allowing the use of analytical theories.
Markku Heinisuo +2 more
wiley +1 more source
Ambient Vibration Testing for Story Stiffness Estimation of a Heritage Timber Building
This paper investigates dynamic characteristics of a historic wooden structure by ambient vibration testing, presenting a novel estimation methodology of story stiffness for the purpose of vibration‐based structural health monitoring. As for the ambient vibration testing, measured structural responses are analyzed by two output‐only system ...
Kyung-Won Min +6 more
wiley +1 more source

