Results 21 to 30 of about 706,746 (353)
“Analytical continuation” of flattened Gaussian beams
A purely analytical extension of flattened Gaussian beams [Opt. Commun. 107, 335 (1994)OPCOB80030-401810.1016/0030-4018(94)90342-5] to any values of beam order is here proposed. Due to it, the paraxial propagation problem of axially symmetric, coherent flat-top beams through arbitrary ABCD optical systems can definitely be solved in closed form via a ...
openaire +3 more sources
A Fast and Compact Quantum Random Number Generator [PDF]
We present the realization of a physical quantum random number generator based on the process of splitting a beam of photons on a beam splitter, a quantum mechanical source of true randomness.
Anton Zeilinger +13 more
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Buckling of Continuously Supported Beams [PDF]
The buckling of infinite beams continuously supported by a semi-infinite elastic continuum is investigated. The buckling loads were determined when the beam rests on a two-dimensional elastic continuum and also when the foundation extends beyond the width of the beam.
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Application of Laplace Transform to the Free Vibration of Continuous Beams
Laplace Transform is often used in solving the free vibration problems of structural beams. In existing research, there are two types of simplified models of continuous beam placement. The first is to regard the continuous beam as a single-span beam, the
Wen H.B., Zeng T., Hu G.Z.
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Based on the seismic isolation design concept of functional separation, a seismic isolation system with bearings and braces combination for railway bridge was proposed.
Yan Shi +4 more
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Continuity of the eigenvalues for a vibrating beam
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Xin Jiang +3 more
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ABOUT METHOD FOR CONTINUOUS BEAM ACCOUNT
The paper considers in detail a calculation of a multispan continuous beam using two methods: work method and method of three-moment equations. As a result of comparison and detailed analysis of these methods it has been exhibited that the calculation ...
A. Ch. Yakubovsky, Ch. A. Yakubovsky
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Predicting the stress increase of an unbonded tendon in a post-tensioned continuous concrete beam at ultimate capacity is more difficult than when bonded tendons are used.
Nakari Tarja, Laaksonen Anssi
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On the realization of Bell observables
We show how Bell observables on a bipartite quantum system can be obtained by local observables via a controlled-unitary transformation. For continuous variables this result holds for the Bell observable corresponding to the non-conventional heterodyne ...
Bennett +9 more
core +2 more sources
Lateral-distortional buckling of continuous steel-concrete composite beam
In hogging bending moment regions of continuous composite beams the collapse by lateral-distortional buckling (LDB) can occur. The design against LDB according to ABNT NBR 8800:2008 begins with the determination of the elastic critical moment, which ...
T. V. AMARAL +3 more
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