Zobrazeno 1 - 10
of 49
pro vyhledávání: '"Jeffrey A. Laman"'
Publikováno v:
Applied Sciences, Vol 11, Iss 11, p 5031 (2021)
Although integral abutment bridges (IABs) have become a preferred construction choice for short- to medium-length bridges, they still have unclear bridge design guidelines. As IABs are supported by nonlinear boundaries, bridge geometric parameters st
Externí odkaz:
https://doaj.org/article/15daabd90b544e098cf7a80cc571df3b
Publikováno v:
Advances in Civil Engineering, Vol 2014 (2014)
Cracking of newly placed binary Portland cement-slag concrete adjacent to bridge deck expansion dam replacements has been observed on several newly rehabilitated sections of bridge decks. This paper investigates the causes of cracking by assessing th
Externí odkaz:
https://doaj.org/article/35ce30c3a4e543a7b13b925a27d2987a
Publikováno v:
2020 Joint Rail Conference.
The present study comprehensively evaluates the improvement in lateral load-carrying capacity of steel pipe piles by adding steel plates (fins) at grade level. This configuration of steel fin pile foundations (SFPFs) is effective for applications whe
Publikováno v:
Applied Sciences, Vol 11, Iss 5031, p 5031 (2021)
Applied Sciences
Volume 11
Issue 11
Applied Sciences
Volume 11
Issue 11
Although integral abutment bridges (IABs) have become a preferred construction choice for short- to medium-length bridges, they still have unclear bridge design guidelines. As IABs are supported by nonlinear boundaries, bridge geometric parameters st
Publikováno v:
Global Journal of Earth Science and Engineering. 3:1-16
This research investigated the effect of anomalies such as voids on surface wave propagation. This was achieved by studying the signal simultaneously in both the time and frequency domains with the assistance of time-frequency plots generated by cont
Publikováno v:
Canadian Journal of Civil Engineering. 43:378-389
The primary goal is to accurately predict long-term integral abutment bridge (IAB) responses under thermal loads by applying available numerical modeling techniques developed on the basis of a long-term monitoring of in-service IABs. Considered metho
Publikováno v:
Structural Engineering and Mechanics. 50:305-322
Reliability-based design limit states and associated partial load factors provide a consistent level of design safety across bridge types and members. However, limit states in the current AASHTO LRFD have not been developed explicitly for the situati
Publikováno v:
Advances in Civil Engineering, Vol 2014 (2014)
Cracking of newly placed binary Portland cement-slag concrete adjacent to bridge deck expansion dam replacements has been observed on several newly rehabilitated sections of bridge decks. This paper investigates the causes of cracking by assessing th
Autor:
WooSeok Kim, Jeffrey A. Laman
Publikováno v:
Structural Engineering and Mechanics. 46:53-73
Prediction of prestressed concrete girder integral abutment bridge (IAB) load effect requires understanding of the inherent uncertainties as it relates to thermal loading, time-dependent effects, bridge material properties and soil properties. In add
Autor:
James M. Porte, Jeffrey A. Laman
Publikováno v:
i-manager's Journal on Structural Engineering. 1:1-14