• Title/Summary/Keyword: bare

Search Result 1,486, Processing Time 0.026 seconds

Where a Null C Fails to PF-merge

  • Hong, Sung-Shim
    • Language and Information
    • /
    • v.9 no.2
    • /
    • pp.69-83
    • /
    • 2005
  • This paper discusses the distribution of a null complementizer C, as opposed to an overt counterpart 'that', presenting empirical support both for and against the PF-merge analysis of C proposed by Boscovic and Lasnik (2003, henceafter B&L) who in turn attribute to the proposal in Pesetsky (1992) and Halle & Marantz (1993). In Section I, as a background, I discuss B&L's proposal that a null complementizer C is a PF-affix which undergoes a PF-merger operation at the PF component. In Section 2, after a brief sketch of the distribution of a null C mostly in bare-relatives, I explore the possibility of extending B&L's analysis to accomodate the null C's in the bare-relative constructions. In Section 3, I argue that despite some empirical difficulties, B&L's analysis of a null C as a PF-affix can still be maintained, if Adverb Fronting is an operation to Spec-C position. Furthermore, I propose a rule - PF Spell-Out Constraint - to account for the C-trace (i.e. that-trace) effect in relative constructions. With the PF Spell-Out Constraint and B&L's PF-merge account, the distribution of a null C can better be analyzed.

  • PDF

Measurement of Ion Energy Distribution using QMS & Ionization Enhancement by usign Magnetic Field in Triod BARE (자장을 이용한 이온화율 증대형 삼극형 BARE에서 이온화율의 증대경향과 QMS를 이용한 이온의 에너지 분포 측정)

  • 김익현;주정훈;한봉희
    • Journal of the Korean institute of surface engineering
    • /
    • v.24 no.3
    • /
    • pp.119-124
    • /
    • 1991
  • Recently, the trend of research in hard coating is concentrate on developing the process of ionization rate under low operating pressure, to get the thin film with high adhesion and dense microstructures. In this study ionization rate enhancement type PVD process using permanent magnet is developed, which enhances the ionization rate by confining the plasma suppressing the wall loss of electron. By the result to investigate the characteristic of glow discharge, the ionization rate of this process is enhanced about twice as high as that of triod BARE process (about 26%), and more dense TiN microstructures are obtained in this process. Cylindrical ion energy analyzer is made and attached in front of a quadrupole mass filter for the analysis of the energy distribution of reactive gas and activated gas ions from the plasma zone. To analyze the operation mechanism of ion energy analyzer, computer simulation is performed by calculation the electric field environment using finite element method. By these analyses of ion energy distribution of outcoming ions from the plasma zone, it is found that magnetic field enhances ion kinetic energy as well as ionization rate. The other results of this study is that the foundation of feed-back system is constructed, which automatically control the partial pressure of reactive gas. In can be possible by recording the data of mass spectrum and ion energy analysis using A-D converter.

  • PDF

Effect of introducing RC infill on seismic performance of damaged RC frames

  • Turk, Ahmet Murat;Ersoy, Ugur;Ozcebe, Guney
    • Structural Engineering and Mechanics
    • /
    • v.23 no.5
    • /
    • pp.469-486
    • /
    • 2006
  • The main objective of this study was to investigate the seismic behavior of damaged reinforced concrete frames rehabilitated by introducing cast in place reinforced concrete infills. Four bare and five infilled frames were constructed and tested. Each specimen consisted of two (twin) 1/3-scale, one-bay and two-story reinforced concrete frames. Test specimens were tested under reversed-cyclic lateral loading until considerable damage occurred. RC infills were then introduced to the damaged specimens. One bare specimen was infilled without being subjected to any damage. All infilled frames were then tested under reversed-cyclic lateral loading until failure. While some of the test frames were detailed properly according to the current Turkish seismic code, others were built with the common deficiencies observed in existing residential buildings. The variables investigated were the effects of the damage level and deficiencies in the bare frame on the seismic behavior of the infilled frame. The deficiencies in the frame were; low concrete strength, inadequate confinement at member ends, 90 degree hooks in column and beam ties and inadequate length of lapped splices in column longitudinal bars made above the floor levels. Test results revealed that both the lateral strength and lateral stiffness increased significantly with the introduction of reinforced concrete infills even when the frame had the deficiencies mentioned above. The deficiency which affected the behavior of infilled frames most adversely was the presence of lap splices in column longitudinal reinforcement.

A Design of Security Structure in Bare Metal Hypervisor for Virtualized Internal Enviroment of Cloud Service (클라우드 서비스 가상화 내부 환경을 위한 BareMetal Hypervisor 기반 보안 구조 설계)

  • Choi, Do-Hyeon;You, Han-Na;Park, Tae-Seung;Do, Kyoung-Hwa;Jun, Moon-Seog
    • The Journal of Korean Institute of Communications and Information Sciences
    • /
    • v.38B no.7
    • /
    • pp.526-534
    • /
    • 2013
  • With rapid rise of virtualization technology from diverse types of cloud computing service, security problems such as data safety and reliability are the issues at stake. Since damage in virtualization layer of cloud service can cause damage on all host (user) tasks, Hypervisor that provides an environment for multiple virtual operating systems can be a target of attackers. This paper propose a security structure for protecting Hypervisor from hacking and malware infection.

A Semi-empirical Model for Microwave Polarimetric Radar Backscattering from Bare Soil Surfaces

  • Oh, Yi-Sok
    • Korean Journal of Remote Sensing
    • /
    • v.10 no.2
    • /
    • pp.17-35
    • /
    • 1994
  • A semi-empirical model for microwave polarimetric radar backscattering from bare soil surfaces was developed using polarmetric radar measurements and the knowledge based on the theoretical and numerical solutions. The microwave polarimetric backscatter measurements were conducted for bare soil surfaces under a variety of roughness and moisture conditions at L-, C-, and X-band frequencies at incidence angles ranging from 10` to 70`. Since the accrate target parameters as well as the radar parameters are necessary for radar scattering modeling, a complete and accurate set of ground truth data were also collected using a laser profile meter and dielectric probes for each surface condition, from which accurate measurements were made of the rms height, correlation length, and dielectric constant. At first, the angular and spectral dependencies of the measured radar backscatter for a wide range of roughnesses and moisture conditions are examined. Then, the measured scattering behavior was tested using theoretical and numerical solutions. Based on the experimental observations and the theoretical and numerical solutions, a semi-empirical model was developed for backscattering coeffients in terms of the surface roughness parameters and the relative dielectric constant of the soil surface. The model was found to yield very good agreement with the backscattering measurements of this study as well as with independent measurements.

Experimental tests and global modeling of masonry infilled frames

  • Bergami, Alessandro Vittorio;Nuti, Camillo
    • Earthquakes and Structures
    • /
    • v.9 no.2
    • /
    • pp.281-303
    • /
    • 2015
  • The effects of infill panels on the response of r.c. frames subjected to seismic action are widely recognized. Numerous experimental investigations were effected and several analytical models were developed on this subject. This work, which is part of a larger project dealing with specific materials and structures commonly used in Italy, discusses experimental tests on masonry and samples of bare and infilled portals. The experimental activity includes tests on elemental materials, and 12 wall samples. Finally, three one-bay one-story reinforced concrete frames, designed according to the outdated Italian technical code D.M. 1996 without seismic details, were tested (bare and infilled) under constant vertical and cyclic lateral load. The first cracks observed on the framed walls occurred at a drift of about 0.3%, reaching its maximum capacity at a drift of 0.5% while retaining its capacity up to a drift of 0.6%. Infill contributed to both the stiffness and strength of the bare reinforced concrete frame at small drifts thus improving overall system behavior. In addition to the experimental activities, previously mentioned, the recalibration of a model proposed by Comberscue (1996) was evaluated. The accuracy of an OpenSees non linear fiber based model of the prototype tested, including a strut element was verified through a comparison with the final experimental results. This work has been partially supported by research grant DPC-ReLUIS 2014.

Experimental and numerical simulation investigation on vortex-induced vibration test system based on bare fiber Bragg grating sensor technology for vertical riser

  • Wang, Chunxiao;Wang, Yu;Liu, Yu;Li, Peng;Zhang, Xiantang;Wang, Fei
    • International Journal of Naval Architecture and Ocean Engineering
    • /
    • v.13 no.1
    • /
    • pp.223-235
    • /
    • 2021
  • The Vortex-Induced Vibration (VIV) test system on deepwater riser based on Bare Fiber Bragg Grating (BFBG) sensor technology was designed. Meanwhile, a riser VIV response numerical model was established based on the work-energy principle. The results show that the first-order vibration frequency dominates the vibration of the riser, and as the velocity increases, the dominant frequency of the riser gradually increases under the effect of different top tensions. At the same velocity, as the top tension increases step by step, the dominant frequency and fatigue damage at the same position along the axial length of the riser both gradually decreases. The model test and numerical simulation show a relatively consistent change, maintaining a high degree of agreement. The process control system based on BFBG of model test has excellent performance, and FBG sensors have great advantages in VIV test of a vertical riser in water.

Development of a 1 MHz Megasonic for a Bare Wafer Cleaning (Bare Wafer 세정용 1 MHz 급 메가소닉 개발)

  • Hyunse Kim;Euisu Lim
    • Journal of the Semiconductor & Display Technology
    • /
    • v.22 no.2
    • /
    • pp.17-23
    • /
    • 2023
  • In semiconductor manufacturing processes, a cleaning process is important that can remove sub-micron particles. Conventional wet cleaning methods using chemical have limits in removing nano-particles. Thus, physical forces of a mechanical vibration up to 1 MHz frequency, was tried to aid in detaching them from the substrates. In this article, we developed a 1 MHz quartz megasonic for a bare wafer cleaning using finite element analysis. At first, a 1 MHz megasonic prototype was manufactured. Using the results, a main product which can improve a particle removal performance, was analyzed and designed. The maximum impedance frequency was 992 kHz, which agreed well with the experimental value of 986 kHz (0.6% error). Acoustic pressure distributions were measured, and the result showed that maximum / average was 400.0~432.4%, and standard deviation / average was 46.4~47.3%. Finally, submicron particles were deposited and cleaned for the assessment of the system performance. As a result, the particle removal efficiency (PRE) was proved to be 92% with 11 W power. Reflecting these results, the developed product might be used in the semiconductor cleaning process.

  • PDF

Response of Terrestrial Insect Community to the Vegetation Invasion at a Sand-Bed Stream (모래하천에서 식생 침입에 대한 육상곤충 군집의 반응)

  • Cho, Geonho;Cho, Kang-Hyun
    • Ecology and Resilient Infrastructure
    • /
    • v.4 no.1
    • /
    • pp.44-53
    • /
    • 2017
  • In order to investigate the response in fauna and biological communities of terrestrial insects to the vegetation encroachment on the sandbar, species composition, species diversity, functional species traits and community structure of land-dwelling insects sampled by a pit-fall trap were compared at the bare and vegetated sandbar of a typical sand-bed stream, the Naeseong Stream, Korea. Species diversity of the insects was increased but their density was decreased as the riparian vegetation encroached at the sandbar. In particular, indicator species of bare sandbar such as Cicindela laetescripta and Dianemobius csikii, were found at the bar sandbar. The insect communities were clearly classified at the bare and vegetated sandbar according to coverages of riparian plants. The food web of the bare sandbar was composed of detritus - detritivore and scavenger - predator consisted mainly of Coleoptera. On the other hand, the food web of the vegetated sandbar was composed of plants - sucking and chewing herbivore - parasitoid and predator. These results showed that biodiversity of terrestrial insects was increased, food web was changed from grazing to detritus food chain, and insect fauna specific bare sandbar disappeared as the riparian vegetation invaded on the sandbar of a sand-bed stream.

Runoff Loss of NO3-N Derived from Pig Manure Under Upland Condition (돈분이 시용된 밭토양에서 질산태질소의 유거손실)

  • Yun, Sun-Gang;Park, Kwang-Lai;Kim, Min-Kyeong;Kim, Won-Il;Yoo, Soon-Ho
    • Korean Journal of Soil Science and Fertilizer
    • /
    • v.34 no.3
    • /
    • pp.158-164
    • /
    • 2001
  • The purpose of this study was to assess the runoff of nitrogen derived from pig manure under upland condition. Bare and maize cultivated conditions were compared to estimate the effect of plant on the runoff loss of nitrogen and other nutrients by application of pig manure. Soil used in this experiment was sandy loam, and the fermented pig manure was applied at the rate of 0, 50, and $100ton\;ha^{-1}$. The amount of runoff was measured after every rainfall and water samples were analyzed for nitrate and other cations. Runoff was increased with the rainfall, but was depended on the application rate of pig manure at both bare and maize cultivated plots. Concentrations of nitrate in runoff at 0, 50 and $100ton\;ha^{-1}$ application of pig manure were higher at the maize cultivated plots than those at bare plots by 86.9, 42.9, and 33.6%, respectively. However, total mass of nitrate by runoff loss was higher at the bare plot ranging from 1.34 to $3.15kg\;NO_3-N\;ha^{-1}$. The equivalent ratio of nitrate to sum of cations in runoff was higher at the bare plot than that of maize cultivated plots. The concentration of cations in runoff was in the order of K> Mg> Na> Ca.

  • PDF