نتایج جستجو برای: deep beams

تعداد نتایج: 242332  

Journal: :Optics letters 2016
N Apurv Chaitanya S Chaitanya Kumar Kavita Devi G K Samanta M Ebrahim-Zadeh

We report on the generation of ultrafast vortex beams in the deep ultraviolet (DUV) wavelength range at 266 nm, for the first time to our knowledge. Using a Yb-fiber-based green source in combination with two spiral phase plates of orders 1 and 2, we were able to generate picosecond Laguerre-Gaussian (LG) beams at 532 nm. Subsequently, these LG beams were frequency doubled by single-pass, secon...

2008
Anton S. Desyatnikov Lluis Torner Yuri S. Kivshar

Optical vortices are phase singularities nested in electromagnetic waves that constitute a fascinating source of phenomena in the physics of light and display deep similarities to their close relatives, quantized vortices in superfluids and Bose-Einstein condensates. We present a brief overview of the major advances in the study of optical vortices in different types of nonlinear media, with em...

2016
Ching-Han Yang Yuan-Di Chen Shing-Trong Wu Andy Ying-Guey Fuh

We present a simple and flexible method to generate various vectorial vortex beams (VVBs) with a Pancharatnam phase based on the scheme of double reflections from a single liquid crystal spatial light modulator (SLM). In this configuration, VVBs are constructed by the superposition of two orthogonally polarized orbital angular momentum (OAM) eigenstates. To verify the optical properties of the ...

2013

Strut-and-Tie Models (STM) for the design of concrete beams, comprising of struts, ties, nodes as the basic tools, is conceptually simple, but its realization for complex concrete structure is not straightforward and depends on flow of internal forces in the structure. STM technique has won wide acceptance for deep member and shear design. STM technique is a unified approach that considers all ...

Journal: :Proceedings of the Institution of Civil Engineers - Structures and Buildings 2002

Journal: :Journal of Structural and Construction Engineering (Transactions of AIJ) 2002

The present research is concerned with the determination of ductility, over-strength and response modification factors of coupled steel shear wall frames. Three structural models with various numbers of stories, bay width and coupling beam height were analyzed using static pushover and incremental nonlinear dynamic analyses. The ductility, over-strength and response modification factors for the...

Journal: :Proceedings of the Institution of Civil Engineers - Structures and Buildings 2002

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