Longitudinal Strength Analysis Considering the Cargo Load on Very Large Crude Carrier (VLCC)
The ultimate strength of the Very Large Crude Carrier (VLCC) is an important aspect that must be analyzed. The purpose of this study was to analyze the ultimate strength of the VLCC ship in terms of deformation under hogging and sagging conditions on the
Indah Melati Suci +2 more
doaj +1 more source
Timber-concrete composites (TCC) floors subjected to hogging moment
Stephen J Foster
exaly +2 more sources
Analysis on the hull girder ultimate strength of a bulk carrier using simplified method based on an incremental-iterative approach [PDF]
The hull girder ultimate strength of a typical bulk carrier is analyzed using a simplified method based on an incremental-iterative approach. First, vertical bending moment is examined by seven different methods.
Gordo +13 more
core +1 more source
Research to date on Dynamic Amplification Factors (DAFs) caused by traffic loading, mostly focused on simply supported bridges, is extended here to multiple-span continuous bridges.
Arturo González, Omar Mohammed
doaj +1 more source
Behaviour and design of composite beams subjected to negative bending and compression [PDF]
This paper investigates the behaviour of steel–concrete composite beams subjected to the combined effects of negative bending and axial compression. Six full-scale tests were conducted on composite beams subjected to negative moment while compression was
Kirkland, Brenadan +3 more
core +1 more source
Evaluation of the vertical strenght of a 3000 tdw barge using the equivalent beam approach
For the preliminary design stage, the evaluation of vertical strength is mandatory for the preliminary scantling of the structure. This paper presents the evaluation of the vertical sectional efforts by equivalent beam approach, using the 3D-CAD lines ...
Dumitru-Silviu Perijoc +1 more
doaj +1 more source
Comparison of punching shear requirements in BS 8110, EC2 and MC2010 [PDF]
This paper compares design provisions for punching shear at internal columns in the superseded British Standard BS 8110, Eurocode 2 (EC2) and fib Model Code 2010 (MC2010).
Soares, LFS, Vollum, RL
core +1 more source
RC beam strengthening using hinge and anchorage approach
Retrofitting of existing structures using adhesively bonded plates has been a major growth area in civil engineering and has gained well-deserved popularity over the past few years.
Y.H. Mugahed Amran +6 more
doaj +1 more source
Lateral Distortional Buckling Resistance Predictions of Composite Alveolar Beams: A Review
Few studies have investigated the structural behavior of steel-concrete composite alveolar beams in hogging bending regions. Their resistance can be reached by lateral distortional buckling (LDB), coupling LDB and local failure modes, or limit states of ...
Vinicius Moura de Oliveira +4 more
doaj +1 more source
Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams [PDF]
YesAlthough the depth of reinforced concrete deep beams is much higher than that of slender beams, extensive existing tests on deep beams have focused on simply supported beams with a scaled depth below 600 mm.
Ashour, Ashraf, Yang, Keun-Hyeok
core +1 more source

