Results 61 to 70 of about 344,830 (205)
Behind the Curtain: COVID‐19 as a Lens to Precarity in Museum Labor
ABSTRACT Using in‐depth interviews with emerging and early professional museum workers in New Orleans, Louisiana, this article expands on scholarship around the perceived and actual value of nonprofit labor. It adds qualitative support to the argument that museum labor is real labor—open to exploitation and abuse while constantly negotiated internally ...
Miriam Taylor Fair
wiley +1 more source
Seismic Effectiveness of Multiple Seismic Measures on a Continuous Girder Bridge
Seismic hazards, such as bridge pounding, unseating, collapse, etc., cause significant economic losses and affect traffic and safety. Research on seismic measures, such as limiting and unseating prevention devices for the bridge, can effectively prevent ...
Yumin Zhang, Yun Shi, Dengke Liu
doaj +1 more source
Multiple shaking tables tests of seismic pounding effect of reinforced concrete bridge model [PDF]
In order to investigate the longitudinal pounding effect of highway bridges with high-piers under strong ground motions, multiple shaking tables tests of a 1/10 scaled continuous rigid frame and simply-supported girder bridge with high-piers were carried
Jianian Wen +3 more
core
This paper focuses on vibration control performance of Pounding Tuned Massed Damper (PTMD) with viscoelastic pounding layers, which can dissipate energy during collision process.
Xue, Qichao +9 more
core +1 more source
Technical approach of the article. ABSTRACT This study focuses primarily on concrete curved girder‐type bridges, which are commonly used for urban roads and highways. Over the last two decades, practical experience in bridge engineering has shown that these bridges have unique mechanical and damage characteristics, unlike conventional straight bridges.
Sai Gong +4 more
wiley +1 more source
ABSTRACT Reinforced concrete pier walls designed before the 1970s often incorporate lap splice in potential plastic‐hinge regions. Previous experimental tests indicate that most of pier walls experienced post‐yield lap splice failure, necessitating a modeling approach that captures not only lap splice strength but also deformation capacity.
Gun Chan Lee +2 more
wiley +1 more source
Determination of Peak Impact Force for Buildings Exposed to Structural Pounding during Earthquakes
Structural pounding between adjacent, insufficiently separated buildings, or bridge segments, has been repeatedly observed during seismic excitations. Such earthquake-induced collisions may cause severe structural damage or even lead to the collapse of ...
Seyed Mohammad Khatami +4 more
doaj +1 more source
Earthquake-induced structural pounding may cause major damages to structures, and therefore it should be prevented. This study is focused on using an artificial neural network (ANN) method to determine the sufficient seismic gap in order to avoid ...
Seyed Mohammad Khatami +5 more
doaj +1 more source
Seismic performance evaluation of the Central Laboratory Universitas Andalas building with expansion joints [PDF]
The laboratory supports students’ education and provides space for practice and research. One of the laboratories is the Central Laboratory Building of Universitas Andalas, located in Padang City, which has building expansion joints. Since Padang City is
Fauzan, Aryo Agista Geby, Al Jauhari Zev
doaj +1 more source
Mineral and organic landslides from the BGS landslide database were each clustered into three distinct groups using landslide‐slope angle, rainfall on the day of the landslide, cumulative rainfall and soil texture. Differences between organic and mineral landslides as well as between landslide clusters were interpreted from a mechanistic viewpoint ...
Jane Elliott +2 more
wiley +1 more source

