2016
DOI: 10.1002/eqe.2793
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Shake table testing of an elevator system in a full‐scale five‐story building

Abstract: SUMMARY This paper investigates the seismic performance of a functional traction elevator as part of a full-scale five-story building shake table test program. The test building was subjected to a suite of earthquake input motions of increasing intensity, first while the building was isolated at its base, and subsequently while it was fixed to the shake table platen. In addition, low-amplitude white noise base excitation tests were conducted while the elevator system was placed in three different configuration… Show more

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Cited by 16 publications
(9 citation statements)
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“…Al-Sharif et al [3] proposed a paradigm with three components for testing the performance of elevator group control algorithms using idealized benchmarks, random scenario testing, and gradually making scenarios more realistic. Wang et al [51] tested the seismic performance of a functional traction elevator in a reinforced concrete building under earthquake. The designed building can shake in east-west direction, which takes advantage of the ground motions developed for a site in Southern California.…”
Section: Testing Elevator Systemsmentioning
confidence: 99%
“…Al-Sharif et al [3] proposed a paradigm with three components for testing the performance of elevator group control algorithms using idealized benchmarks, random scenario testing, and gradually making scenarios more realistic. Wang et al [51] tested the seismic performance of a functional traction elevator in a reinforced concrete building under earthquake. The designed building can shake in east-west direction, which takes advantage of the ground motions developed for a site in Southern California.…”
Section: Testing Elevator Systemsmentioning
confidence: 99%
“…Sustainability 2023, 15, 4829 2 of 20 However, to the best of our knowledge, though PTE risk maps of urban areas are highly important for protecting the lives of people under earthquakes, studies regarding this topic are currently limited. In contrast, existing studies mainly focus on the seismic performance of elevators [8][9][10][11][12]. For example, Porter performed a regression analysis of post-earthquake survey data to obtain the fragility curves of hydraulic and traction elevators [8,9].…”
Section: Introductionmentioning
confidence: 99%
“…For example, Porter performed a regression analysis of post-earthquake survey data to obtain the fragility curves of hydraulic and traction elevators [8,9]. Wang et al conducted a shaking table test to evaluate the seismic performance of elevators in fivestory reinforced concrete buildings with and without seismic isolation [10]. Nguyen et al investigated the vibration of the main and compensation ropes of an elevator system under earthquake excitation, considering the effect of varying rope lengths during the running of the elevator [11].…”
Section: Introductionmentioning
confidence: 99%
“…13,14 In the existing elevator traction system, the hoist rope is usually mounted on the car frame through a damping connector, the car frame and the car are a two-mass inertia system with spring-mass connections. 15,16 As known, the complex structures, such as the strands of steel wires of the suspension system, the installation method, and the combination of the connections are closely related to each other, 17 including the usually installed streamlined fairings in order to solve the problem of noise and airflow generated by the wind tunnel effect 18 during high-speed operation in elevator shaft, 19 are non-normalized that impossible to model 20 the dynamics and vibration characteristics of the load interface accurately and eventually affects the timeliness and accuracy of the vibration suppression control of the whole elevator traction system. Meanwhile, the dynamics of the traction rope as the input of the load interface, is that needs to be considered in the elevator vibration suppression control.…”
Section: Introductionmentioning
confidence: 99%