"shear connectors" trang 5 - tải miễn phí từ tailieunhanh
Prediction of shear strength of corrosion reinforced concrete beams using Artificial Neural Network

Prediction of shear strength of corrosion reinforced concrete beams using Artificial Neural Network
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Effect of pore water chemistry on the ring shear behavior and the rate dependency of residual strength

Effect of pore water chemistry on the ring shear behavior and the rate dependency of residual strength
9    4    1
An innovative model to estimate the tension field inclination considering crack growth for steel plate shear wall

An innovative model to estimate the tension field inclination considering crack growth for steel plate shear wall
12    2    1
Flexural shear strengthening of reinforced concrete T-beams subjected to asymmetric loading using cfrp system combined by NSM strips and U-wraps

Flexural shear strengthening of reinforced concrete T-beams subjected to asymmetric loading using cfrp system combined by NSM strips and U-wraps
18    2    1
Experimental study on the effectiveness of strengthening of reinforced concrete beams with opening in shear span using CFRP sheets

Experimental study on the effectiveness of strengthening of reinforced concrete beams with opening in shear span using CFRP sheets
11    2    1
Part 2: Method for determination of resistance to loading in shear

Part 2: Method for determination of resistance to loading in shear
18    84    0
Shear and bending strength of some end to end grained joints prepared from scotch pine

Shear and bending strength of some end to end grained joints prepared from scotch pine
5    89    0
Shear strengthening of reinforced concrete beams using epoxy bonded steel plates, cfrp sheets and externally anchored stirrups

Shear strengthening of reinforced concrete beams using epoxy bonded steel plates, cfrp sheets and externally anchored stirrups
8    83    0
Shear resistance of ultra high performance concrete reinforced with hybrid steel fiber subjected to impact loading

Shear resistance of ultra high performance concrete reinforced with hybrid steel fiber subjected to impact loading
9    99    0
Shear wave elastography in the evaluation of level VI lymph nodes in papillary thyroid carcinoma: Combined with gray-scale ultrasound ex vivo

Shear wave elastography in the evaluation of level VI lymph nodes in papillary thyroid carcinoma: Combined with gray-scale ultrasound ex vivo
9    90    0
Shear resistance determination of concrete dowel in shallow concrete-steel composite floor beam based on push-out tests

Shear resistance determination of concrete dowel in shallow concrete-steel composite floor beam based on push-out tests
9    25    1
Distinguished punching shear behaviour of unbonded post tensioned concrete slab – CFT column vs reinforced concrete slab – CFT column connections

Distinguished punching shear behaviour of unbonded post tensioned concrete slab – CFT column vs reinforced concrete slab – CFT column connections
17    1    1
Problem N - Frame-Shear Wall Interaction

Problem N - Frame-Shear Wall Interaction

11    78    0
Báo cáo y học:

Báo cáo y học: " Liver sinusoidal endothelial cell modulation upon resection and shear stress in vitro"
11    55    0
Báo cáo hóa học:

Báo cáo hóa học: " Research Article Application of the Subordination Principle to the Harmonic Mappings Convex in One Direction with Shear Construction Method"
6    49    0
Báo cáo y học:

Báo cáo y học: "Mechanisms of leukocyte distribution during sepsis: an experimental study on the interdependence of cell activation, shear stress and endothelial injury"
13    43    0
Báo cáo y học:

Báo cáo y học: "Pulsatile blood flow, shear force, energy dissipation and Murray's Law"
10    43    0
Partial Differential Equations and Fluid Mechanics

Partial Differential Equations and Fluid Mechanics
271    51    0
Báo cáo hóa học:

Báo cáo hóa học: "Friction and Shear Strength at the Nanowire–Substrate Interfaces"
5    51    0
COUPLINGS R

COUPLINGS R"JOINTS.MECHANICAL ENGINEERINGA Series of Textbooks and Reference BooksEditorL.
50    41    0