Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Qirui Luo"'
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03614- (2024)
Textile reinforced mortar (TRM) with short fibers exhibits a promising solution for strengthening concrete elements to solve the brittle fracture of the matrix and improve the textile utilization for TRM without short fibers. The strengthening effect
Externí odkaz:
https://doaj.org/article/712dac6fd00d402d92596876d95550f7
Publikováno v:
Heliyon, Vol 10, Iss 11, Pp e32013- (2024)
The aim of this study was to investigate the effects of temporal instability and possible heterogeneity on pedestrian accident severity, 48786 accident data from 2018 to 2021 in the UK STATS database were used as the study object, and accident severi
Externí odkaz:
https://doaj.org/article/1f15081f89f54046bad731c9e0b5e348
Publikováno v:
Structures. 34:381-399
This paper aims to optimize the interfacial relationship by setting the reasonable groove. In order to achieve this objective, the meso-concrete model with cohesive crack model is established and proved based on the existing experimental result. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::09099fa63828f46efd410e7e841ad9d7
https://doi.org/10.1016/j.istruc.2021.07.094
https://doi.org/10.1016/j.istruc.2021.07.094
Publikováno v:
Soil Dynamics and Earthquake Engineering. 172:108046
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7036a3f8f3e7d15ea92ed43615e694ea
https://doi.org/10.1016/j.soildyn.2023.108046
https://doi.org/10.1016/j.soildyn.2023.108046
Publikováno v:
Structures. 29:1522-1536
This paper investigates the relationship between out-of-plane stiffness and in-plane stiffness in the frame shear wall with edge restraint member for achieving the full in-plane performance. Three experimental specimens were carried out under the cyc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8b1dad9d7857e3d97e26dc7dc2f72fe5
https://doi.org/10.1016/j.istruc.2020.12.030
https://doi.org/10.1016/j.istruc.2020.12.030
Publikováno v:
Journal of Earthquake Engineering. 26:2802-2821
Four new kinds of corrugated metal dampers were designed to investigate the behavior of energy consumption. The experimental results show that the mild steel damper has a preferable seismic capabil...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2cd44b12fd48c88202d734ea8b1af534
https://doi.org/10.1080/13632469.2020.1772153
https://doi.org/10.1080/13632469.2020.1772153
Publikováno v:
Journal of Building Engineering. 47:103840
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4c87413030fefb9b496608184bef92d1
https://doi.org/10.1016/j.jobe.2021.103840
https://doi.org/10.1016/j.jobe.2021.103840
Publikováno v:
Journal of Constructional Steel Research. 180:106606
This study investigates the hysteretic performance of corrugated steel plate composite shear walls. Six shear walls were designed for experimental research to analyze the failure process and mode, hysteresis diagrams, backbone curves, energy consumpt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c40e7203d504531946916da531c52dd
https://doi.org/10.1016/j.jcsr.2021.106606
https://doi.org/10.1016/j.jcsr.2021.106606
Publikováno v:
Journal of Building Engineering. 33:101850
In this paper a meso-concrete model is established by using cohesive element script and random aggregate procedure to investigate the influence of elastic modulus on the mesoscopic concrete properties, where the crack is simulated by the deletion of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5626d7d60f4bd4c9bbe96056f1d5275e
https://doi.org/10.1016/j.jobe.2020.101850
https://doi.org/10.1016/j.jobe.2020.101850
Publikováno v:
Engineering Structures. 224:111195
This paper studied the bond-slip behaviour between a corrugated steel plate with studs and concrete. A total of twelve corrugated steel plate concrete (CSPC) composite specimens were tested for push-out, among which eleven CSPC specimens had studs an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::591ec08736785629a00fef8ac10e876f
https://doi.org/10.1016/j.engstruct.2020.111195
https://doi.org/10.1016/j.engstruct.2020.111195