Browsing Fakultet for teknologi, kunst og design (TKD) by Journals "Engineering structures"
Now showing items 1-10 of 10
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Analysis and prediction of masonry wallette strength under combined compression-bending via stochastic computational modeling
(Peer reviewed; Journal article, 2023)The out-of-plane flexural bending capacity of masonry is a fundamental property for understanding the behavior of masonry structures. This study investigates the behavior of unreinforced masonry wallettes subjected to ... -
Damping in masonry arch railway bridges under service loads: An experimental and numerical investigation
(Peer reviewed; Journal article, 2023)This article investigates the damping behavior of masonry arch bridges under service loads extracted from experimental data and provides guidelines on how to emulate this behavior in numerical analysis, particularly in ... -
Effect of wave-current interaction on a long fjord-crossing floating pontoon bridge
(Engineering structures;Volume 266, 1 September 2022, 114549, Peer reviewed; Journal article, 2022-06-20)Fjord-crossing floating bridges are sophisticated structures subjected to complex environmental loadings including combined action of wave and current. However, the effect of wave-current action is often neglected in a ... -
In-plane structural performance of dry-joint stone masonry Walls: A spatial and non-spatial stochastic discontinuum analysis
(Engineering structures;Volume 242, 1 September 2021, 112620, Journal article, 2021-06-09)In this study, the in-plane structural behavior, capacity, and performance of dry-joint stone masonry walls (DJ- SMWs) and the effects of the vertical stress level on these factors are investigated via a stochastic ... -
Load effects in reinforced concrete beam bridges affected by alkali–silica reaction—Constitutive modelling including expansion, cracking, creep and crushing
(Engineering structures;Volume 245, 15 October 2021, 112945, Peer reviewed; Journal article, 2021-08-13)Material modelling, from the micro to the macro level, of concrete affected by alkali–silica reaction (ASR) has been devoted a lot of research. However, the application of the material models in structural analyses of ... -
Nonlinear analysis to investigate effect of connection type on behavior of steel plate shear wall in RC frame
(Engineering structures;Volume 179, Journal article; Peer reviewed, 2019-11-16)In the reinforced concrete (RC) structures with steel plate shear walls (SPSWs) as a lateral resisting system, to obtain maximum capacity of SPSW, implementing proper connections play an important role to transfer force ... -
Seismic assessment and strengthening of a historical masonry bridge considering soil-structure interaction
(Peer reviewed; Journal article, 2023)A holistic methodology for developing the digital twins and conducting seismic vulnerability assessments of masonry arch bridges is proposed and applied to a historical stone masonry bridge. In this light, digital cameras, ... -
Shear capacity prediction of stiffened steel plate shear walls (SSPSW) with openings using response surface method
(Engineering structures;Volume 226, 111340, Journal article; Peer reviewed, 2021)In this study, nonlinear finite element (NLFE) analysis is conducted to determine the maximum shear capacity () of stiffened steel plate shear walls (SSPSW) with rectangular openings. Results of a wide range of parametric ... -
State of the art of simplified analytical methods for seismic vulnerability assessment of unreinforced masonry buildings
(Engineering Structures;volume 239, Peer reviewed; Journal article, 2021-04-16)Cities in the developing world are facing outstanding economic and human losses caused by natural hazards such as earthquakes, and the amount of losses is affected by the quality of preventive measures and emergency ... -
Toward identifying the ASR-induced stresses from displacement measurements and crack observations—Demonstration on a beam bridge in Norway
(Engineering structures;Volume 263, 15 July 2022, 114337, Peer reviewed; Journal article, 2022-05-24)Alkali–silica reaction (ASR) in concrete causes expansion and degradation of the material, which might give adverse structural consequences. From the structural engineer point view, the greatest concern is if ASR leads to ...