Results 11 to 20 of about 248,657 (265)
Experimental and Finite Element-Based Investigation on Lateral Behaviors of a Novel Hybrid Monopile
A monopile is the most conventional structure foundation for offshore wind turbines (OWTs) in the world. However, the Korean offshore wind industry has mostly been using the jacket type of foundation. The main reason for the current situation in Korea is
Jeongsoo Kim +5 more
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Simplified seismic design procedures mostly recommend the adoption of rigid floor diaphragms when forming a building’s lateral force-resisting structural system. While rigid behavior is compatible with many reinforced concrete or composite steel-concrete
Andrea Roncari +2 more
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Indonesia is located between the Eurasian, Pacific, Philippines, and Indo-Australian plates. Various tectonic processes in the world and collisions between large plates and several small plates trigger many earthquakes in Indonesia.
Putri Sumarsono Queen Arista Rosmania +2 more
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Influence of Spacing and Cross-Sectional Shaft of Screw Piles Group on Lateral Capacity
Although there are several high-capacity screw piles in use currently, there are few studies on their lateral performance. The aim of this study is to investigate the lateral behaviour of several models of screw pile group (1×2), (2×1), and (2×2 ...
Azhar Subhi, Hassan O. Abbas
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Effect of the Slenderness Ratio of Piles on Ultimate Lateral Resistance in Sandy Soil [PDF]
This research presents the results of 14 tests, where the pile is subjected to static lateral loads. The tests are carried out on pile models with different length / diameter ratios embedded in sand with different relative densities.
Iman Ali, Saad Abbas, Karim Ibrahim
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This paper proposes a new kind of U-type reinforcement ferrule (URF) connection for the assembly of precast concrete (PC) components, which has a good fault-tolerance ability and low cost of construction with a simple post-grouting process.
Zhiwu Yu +4 more
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Application of 3D slope stability analysis in defining the excavation conditions of coal at the open pits [PDF]
Three-dimensional slope stability analysis has many advantages over the two-dimensional (2D), primarily due to more realistic view of slope geometry and slip surface, and involving side force resistance in the slope.
Hadži-Niković Gordana +2 more
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Recently, attempts have been made to replace wooden sleepers with concrete sleepers with expanded sleeper spacing, especially on conventional railway lines. By extending sleeper spacing in the replacement process, the number of sleepers required is lower.
Emiri Koyama +3 more
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An Experimental and Theoretical Studies Wings Piles at Different Sandy Soil Densities [PDF]
Increasing the cross-sectional area of the piles or adding wings to the piles are two strategies for increasing the bearing capacity of the piles to resist lateral stresses.
Taha Mahdi +2 more
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For an open-deck steel plate girder railway bridge with rail joints, frequent damage to the bridge members and a high level of noise and vibration occur.
Hyeoung-Deok Lee +2 more
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