Zobrazeno 1 - 10
of 34
pro vyhledávání: '"Ling-kun Chen"'
Publikováno v:
Shock and Vibration, Vol 2014 (2014)
The paper describes the numerical simulation of the vertical random vibration of train-slab track-bridge interaction system by means of finite element method and pseudoexcitation method. Each vehicle is modeled as four-wheelset mass-spring-damper sys
Externí odkaz:
https://doaj.org/article/c64dfd6e0416420185a359134ec16ebb
Publikováno v:
Latin American Journal of Solids and Structures, Vol 13, Iss 13, Pp 2490-2528
Abstract A three-dimensional rail-bridge coupling element of unequal lengths in which the length of the rail element is shorter than that of the bridge element is presented in this paper to investigate the spatial dynamic responses of a train-track-b
Externí odkaz:
https://doaj.org/article/1940c4542e0b43e6ab62c547b6e750be
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 175:230-243
Fibre-reinforced engineered cementitious composites are increasing being used in construction due to their superior toughness and durability. For composite structural members additionally reinforced with steel bars, the bond–slip relationship betwe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fdcf62b1d645186bbd3e4e4805a77a2f
https://doi.org/10.1680/jstbu.19.00025
https://doi.org/10.1680/jstbu.19.00025
Publikováno v:
Vehicle System Dynamics. 60:2963-2987
The near fault (NF) line waves send out signal envelopes that oscillate over lengthy periods of time with periodic impulses. Like train bridges, train tracks demonstrate comparable track-bridge (TB...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c63fc0b7e73cae0377e06f18d35d0b9d
https://doi.org/10.1080/00423114.2021.1933546
https://doi.org/10.1080/00423114.2021.1933546
Publikováno v:
Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit. 235:1172-1188
Near-fault (NF) earthquakes cause severe bridge damage, particularly urban bridges subjected to light rail transit (LRT), which could affect the safety of the light rail transit vehicle (“light rail vehicle” or “LRV” for short). Now when a va
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::256b8f1583a064e61b15aca864b976c5
https://doi.org/10.1177/0954409720987410
https://doi.org/10.1177/0954409720987410
Publikováno v:
Vehicle System Dynamics. 59:949-973
This paper focuses on the rapid elastoplastic analyses of light rail vehicle (LRV)- benchmark viaduct system to different seismic scenarios considering the dynamic substructuring method (DSM). Comb...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::77096962b263b3004f9742737c6ebc10
https://doi.org/10.1080/00423114.2020.1739316
https://doi.org/10.1080/00423114.2020.1739316
Autor:
Liang Ling, Ming Zhang, Nan Zhang, Shengyang Zhu, Lizhong Jiang, Rui Li, Jin-zhang Luo, Ling-kun Chen, Qiao Li
Publikováno v:
European Journal of Environmental and Civil Engineering. 26:360-378
This paper aims at introducing a novel method to control the lateral vibration of reinforced concrete, lightweight pier railway bridges (LPRBs) with heavy-haul (HH) monorail trains. For this purpos...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f144187bb1e9850f4a76be87016fd444
https://doi.org/10.1080/19648189.2019.1663267
https://doi.org/10.1080/19648189.2019.1663267
Autor:
Cao Dafu, Nan Zhang, Liang Ling, Ling-kun Chen, Hong-xi Qin, Qiao Li, Qinghua Zhang, Lizhong Jiang
Publikováno v:
Structure and Infrastructure Engineering. 15:1529-1547
An iterative framework is introduced in this present study to detect seismic isolation precursors of the shortcut calculation method for the isolated benchmark high-speed railway RC bridge....
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eae56e5ba875134937b34ce7b7407d3c
https://doi.org/10.1080/15732479.2019.1639775
https://doi.org/10.1080/15732479.2019.1639775
Publikováno v:
International Journal of Architectural Heritage. 14:1135-1147
This article aims to disclose that the deformation and damages of the one-way straight mortise-tenon (OWSMT) joint, the key force transmission connection of traditional wood buildings, lead to a si...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3ea068c4f388115194e2ed03dbe5ed84
https://doi.org/10.1080/15583058.2019.1587041
https://doi.org/10.1080/15583058.2019.1587041
Autor:
Cao Dafu, Shengyang Zhu, Ling-kun Chen, Kun Wang, Yong Li, Qiao Li, Liang Ling, Wen-long He, Jin-zhang Luo
Publikováno v:
Structural Engineering International. 29:362-369
In order to cope with the increasing volume of transportation, many railway bridges are in need of being strengthened especially for the reinforced concrete lightweight pier bridge. An orig...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::17eeb2c88bfcbf3f878d879835264f29
https://doi.org/10.1080/10168664.2018.1557503
https://doi.org/10.1080/10168664.2018.1557503