Search
Now showing items 1-10 of 13
Development of the large-tonnage pressure-type prestressed anchor cable with BFRP for geotechnical engineering and its mechanical properties
(Wiley/Hindawi, 2022)
Prestressed anchor cable is widely used in geotechnical engineering to control the displacement or landslide of an unstable slope.
However, the traditional cable anchor is made of steel material, which is easy to get rust ...
Influence analysis of persistent joint on single-hold blasting damage of rock mass.
(JESTR, 2020-05)
It is difficult to be measure and analyze the blasting damage of rock masses containing persistent joint. A field test was
conducted to determine the distribution range of blasting damage zone in intact rock mass for ...
The impact foot landing position (FLP) has on the simulation of medio-lateral pedestrian loading.
(Universiti Malaysia Perlis (UniMAP), 2012-06-18)
The issue of Medial-lateral loading from pedestrians has received increased attention from bridge designers and researchers since the London Millennium Bridge incidence 12 years ago where the bridge vibrated excessively ...
Design, construction and dynamic analysis of a laboratory-scale FRP composite footbridge.
(Technische Universität Berlin, 2017-09)
Pedestrian loading on flexible structures such as footbridges, grandstands and lightweight floors is an area,
which is receiving significant attention from the research community of late. Of particular interest is ...
Lateral loads applied by pedestrians at normal walking velocities.
(Taylor & Francis, 2011)
The issue of horizontal loading from pedestrians has received increased attention from bridge designers and researchers
in the past decade, primarily due to notable instances of excessive vibration of structures subjected ...
Modelling the vertical loads applied by pedestrians at a range of walking velocities.
(AJBAS, 2013)
Over the past half century numerous high profile bridges such as the Brooklyn Bridge, the London Millennium Bridge, and the Auckland Harbour Bridge have been subject to pedestrian induced vibrations due to walking. In this ...
Interaction between pedestrian loading and vibration response of a laboratory-scale FRP composite footbridge.
(Bridge Engineering Association, 2017-08)
Pedestrian loading on flexible structures such as footbridges, grandstands and lightweight floors is an area, which is receiving significant attention from the research commu-nity of late. One of the key parameters in ...
The influence of selected gait parameters on vertical pedestrian loading.
(Dolnoslaskie Wydawnictwo Edukacyjne, 2011)
Walking trials have been carried out on a rigid surface mounted with a force plate in order to determine the influence of
selected gait parameters on vertical pedestrian loading. This paper presents the results of this ...
The impact of footwear on ground reaction forces and gait characteristics of walking pedestrians.
(SECED, 2019-09)
Vibration serviceability of lightweight and long-span structures is an area of research, which is attracting increasing attention in recent years. A common source of dynamic excitation in such structures is the interaction ...
Variations in vertical loading from walking due to surface vibration.
(Hemming Information Services, 2014-07)
Walking trials have been carried out on rigid and flexible walkways mounted with a force plate in order to determine how
vertical pedestrian loading is influence by these two walking platforms. This paper presents the ...