نتایج جستجو برای: reinforced tunnel

تعداد نتایج: 79303  

Journal: :BMC Musculoskeletal Disorders 2008
Stefano Zaffagnini Danilo Bruni Sandra Martelli Naoaki Imakiire Maurilio Marcacci Alessandro Russo

BACKGROUND This paper reports an in-vitro study for evaluating the influence of the femoral tunnel orientation in anterior cruciate ligament (ACL) double-bundle reconstructions. METHODS This work describes the experimental protocol and results obtained for six cadaver knees using the FlashPoint optical system (Image Guided, Boulder, Colorado, USA) and a computer-assisted technique for the ela...

2011
C. Shen H. Schulzrinne

NSIS Quality of Service (QoS) signaling enables applications to perform QoS reservation along a data flow path. When the data flow path contains IP tunnel segments, NSIS QoS signaling has no effect within those tunnel segments. Therefore, the resulting tunnel segments could become the weakest QoS link and invalidate the QoS efforts in the rest of the end-to-end path. The problem with NSIS signa...

Journal: :journal of the structural engineering and geotechnics 0
mohammad azadi azadi islamic azad university, qazvin branch, qazvin, iran s.m mir mohammad hosseinib amirkabir university of technology, tehran, iran s.m. nasimifar civil engineering, sharif university of technology, tehran, iran m pouranian civil engineering, sharif university of technology, tehran, iran

excess pore pressure under seismic loadings has always been a main concern in geotechnical engineering practices. the phenomenon in soil can cause an effective stress and hence cause the shear strength of the soil to decrease considerably and large deformations to occur in the area. generally, increases in pore pressure occur in un-drained conditions. if it is formed, its consequences decrease ...

Journal: :international journal of civil engineering 0
khalou a.r. department of civil eng., sharif university of technology, tehran, iran ghara chour lou a.

this paper presents the results of analytical studies concerning the flexuralstrengthening of reinforced concrete beams by external bonding of high-strength lightweightcarbon fiber reinforced plastic (cfrp) plates to tension face of the beam. three groups of beamswere tested analytically and compared with existing experimental results. results of the numericalanalyses showed that, although addi...

Journal: :journal of structural engineering and geo-techniques 2011
mohammad azadi azadi s.m mir mohammad hosseinib s.m. nasimifar m pouranian

excess pore pressure under seismic loadings has always been a main concern in geotechnical engineering practices. the phenomenon in soil can cause an effective stress and hence cause the shear strength of the soil to decrease considerably and large deformations to occur in the area. generally, increases in pore pressure occur in un-drained conditions. if it is formed, its consequences decrease ...

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