Compatriot
发表于 2025-3-30 10:24:50
Computerized Modeling of Sedimentary Systemsbeams under the cooling phase is yet to be explored in-depth. In this paper, all the beam models are heated for an hour and the behaviour of composite beam systems in heating and cooling phases has been studied. The parameters considered for the present study are the axial stiffness of the supportin
冬眠
发表于 2025-3-30 15:10:48
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Glutinous
发表于 2025-3-30 18:35:49
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价值在贬值
发表于 2025-3-31 00:35:24
Practical Management of Computed Tomography traffic load so it needs to be constructed or designed as much stiff as they can bear the required traffic load. As the pavement is constructed with different layers and they have their own bearing capacities, but the pavements are still situated on heterogeneous soil. The value of resilient modulu
漂白
发表于 2025-3-31 01:22:01
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Nonconformist
发表于 2025-3-31 07:13:13
Orbital CT: Normal Anatomy “in vivo”ent types of diameters (12, 20 mm) of rebar and two different types of heating rates (2 ℃/min and ISO 834). Concrete compressive strength, 30 MPa is used. Pullout tests were conducted on a cubical specimen of size 200 × 200 × 200 mm with eccentrically embedded rebar. Pullout load is applied once des
协议
发表于 2025-3-31 11:56:28
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表脸
发表于 2025-3-31 13:56:07
H. Klinge,U. Muhtaroglu,M. Rautenbergate members are examined. Since it is challenging to predict the type of porosity distribution in the plate, four diverse varieties of porosity distributions varying through the thickness are considered during the modelling of FGM plates. The porosity effect is included in material modelling by mean
AUGER
发表于 2025-3-31 20:11:04
Buckling of hybrid bodies of revolution,of the asphalt mix as a result of high temperature in the pavement surface and densification under repetition of heavy wheel loads. As a result, depressions are created on the pavement surface in the wheel path under heavy traffic loads. Most of the existing studies have focused on predicting the ru
Parameter
发表于 2025-3-31 22:07:59
Buckling of hybrid bodies of revolution, improving the shear resistance capacity of RC beams using various strengthening techniques such as externally bonded FRP, steel plate bonding, jacketing etc.., Similarly, near surface mounting techniques, FRP wrapping are employed in improving the flexural behaviour. Recently, the application of te