Zobrazeno 1 - 10
of 79
pro vyhledávání: '"Colin Christopher Caprani"'
Publikováno v:
Frontiers of Structural and Civil Engineering. 15:877-894
Many bridge design specifications consider multi-lane factors (MLFs) a critical component of the traffic load model. Measured multi-lane traffic data generally exhibit significant lane disparities in traffic loads over multiple lanes. However, these
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc6ebc631698ef0dd98796ee149e9f11
https://doi.org/10.1007/s11709-021-0756-2
https://doi.org/10.1007/s11709-021-0756-2
Publikováno v:
Structure and Infrastructure Engineering. 18:521-536
Bridges are frequently subjected to permit loads. While deciding on permitting such loads, bridge owners usually adopt a tiered approach for structural analysis, assessment, and measurement. Under ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::00ee262bedd75eb22e3d786ab4e4e4bf
https://doi.org/10.1080/15732479.2021.1890140
https://doi.org/10.1080/15732479.2021.1890140
Publikováno v:
Structures. 29:1274-1285
The interaction between structures and walking humans is an important factor in vibration serviceability assessment of slender, lightweight, and low-damping structures. When on bridges humans form a human-structure system and interact with the struct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::075cd61e54bfd08151c765141e885d15
https://doi.org/10.1016/j.istruc.2020.12.007
https://doi.org/10.1016/j.istruc.2020.12.007
Publikováno v:
Applied Mathematical Modelling. 89:610-626
Modern slender structures such as cantilever stands and long-span floors are quite sensitive to vibrations induced by crowd jumping. Existing human-structure interaction models cannot consider human body parameter variabilities and apply to jumping-i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::15d20ea02d251e89d5a8653dc1c268ff
https://doi.org/10.1016/j.apm.2020.07.030
https://doi.org/10.1016/j.apm.2020.07.030
Reliability design code calibrations typically involve the comparison of calculated levels of safety (β) of designs to a range of prospective partial safety factors with the minimum acceptable level of safety (βT). When updating the calibration and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6e0b5fa6bc6effa03413a0ee2f896433
https://hdl.handle.net/10453/169548
https://hdl.handle.net/10453/169548
Publikováno v:
Bridge Traffic Loading ISBN: 9780429318849
Bridge Traffic Loading
Bridge Traffic Loading
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a05a2f2099dd37dee358b593b58f84b
https://doi.org/10.1201/9780429318849-3
https://doi.org/10.1201/9780429318849-3
Publikováno v:
Australian Journal of Structural Engineering. 21:53-63
In the recent update of AS 5100 (2017 + Amdt. 1, 2018), the Modified Compression Field Theory (MCFT) was introduced for shear design of members. Part 7 of the code, which deals with the ass...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::90d4a1c0bc927e8287e2061e243d45d1
https://doi.org/10.1080/13287982.2019.1664207
https://doi.org/10.1080/13287982.2019.1664207
Publikováno v:
Structures. 20:543-549
Multiple lane presence reduction factors are widely used in traffic load models for bridge design to account for the reduced probability of multiple heavy vehicles occurring simultaneously in adjacent lanes. It is custom to reduce the single lane loa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3cfb272bce57d9db906610fb262001a5
https://doi.org/10.1016/j.istruc.2019.06.001
https://doi.org/10.1016/j.istruc.2019.06.001
Publikováno v:
Structure and Infrastructure Engineering. 16:219-231
Long-span bridges are the pinnacle of human achievement in structural form, linking communities over vast obstacles. It is understood that bridge stocks are ageing, but there is little global overs...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2eba61dc04c3fd8eb262d07f9a540d39
https://doi.org/10.1080/15732479.2019.1639773
https://doi.org/10.1080/15732479.2019.1639773
Publikováno v:
Mechanical Systems and Signal Processing. 121:373-388
The Modal Assurance Criterion (MAC) is a simple and powerful indicator to correlate experimental and analytical mode shapes. However, the MAC is not optimal for use in model updating of structures with localized mode shape features, since it is a glo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::34d71f1e0ab3b741688075277b618bbb
https://doi.org/10.1016/j.ymssp.2018.11.027
https://doi.org/10.1016/j.ymssp.2018.11.027