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Abstract: The nuclear modification factors of J/psi and psi(2S) mesons are measured in PbPb collisions at a centre-of-mass energy per nucleon pair of root S-NN = 5.02 TeV.
The results showed that the design method is appropriate, including the seismic force modification factors of Rd=2 and Ro=1.3.
The present paper tries to evaluate the response modification factors of conventional concentric braced frames (CBFs) as well as buckling restrained braced frames (BRBFs).
This paper investigates the moment modification factors of an I-girder with trapezoidal web corrugations under moment gradient and various end restraint conditions.
The present paper tries to evaluate the response modification factors of buckling restrained braced frames (BRBFs) utilized for rehabilitation of steel frames.
According to the analysis results, the response modification factors of model structures computed from pushover analysis were generally smaller than the values given in the design codes except in low-rise SCBFs.
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In this paper, overstrength, ductility and response modification factor of Buckling Restrained Braced frames were evaluated.
Designed recommendations for the modification factor of concrete cover thickness, the modification factor of concrete cast depth, and the critical value of bond slip at both free and loaded ends were derived.
In addition, the suggested response modification factor of the wall sheathed with calcium silicate board is proposed for design purpose.
The system archetypes evaluated in this study are shown to meet the FEMA P-695 acceptance criteria for a seismic response modification factor of R equal to 4.
We report the measurement of the nuclear modification factor of Υ(1S) in p Pb collisions at sNN= 5.02 TeV as well as the production cross sections of Υ(1S) and Υ(2S) in pp collision at s= 7 TeV.
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