• Title/Summary/Keyword: carrying system

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Free vibration analysis of a Timoshenko beam carrying multiple spring-mass systems with the effects of shear deformation and rotary inertia

  • Wang, Jee-Ray;Liu, Tsung-Lung;Chen, Der-Wei
    • Structural Engineering and Mechanics
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    • v.26 no.1
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    • pp.1-14
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    • 2007
  • Because of complexity, the literature regarding the free vibration analysis of a Timoshenko beam carrying "multiple" spring-mass systems is rare, particular that regarding the "exact" solutions. As to the "exact" solutions by further considering the joint terms of shear deformation and rotary inertia in the differential equation of motion of a Timoshenko beam carrying multiple concentrated attachments, the information concerned is not found yet. This is the reason why this paper aims at studying the natural frequencies and mode shapes of a uniform Timoshenko beam carrying multiple intermediate spring-mass systems using an exact as well as a numerical assembly method. Since the shear deformation and rotary inertia terms are dependent on the slenderness ratio of the beam, the shear coefficient of the cross-section, the total number of attachments and the support conditions of the beam, the individual and/or combined effects of these factors on the result are investigated in details. Numerical results reveal that the effect of the shear deformation and rotary inertia joint terms on the lowest five natural frequencies of the combined vibrating system is somehow complicated.

Environmental Impact and Allowable Density Using the Rural Residential Density Matrix (주거밀도모형을 이용한 환경영향분석과 수용능력 산출)

  • Kim, Myungjin
    • Journal of Environmental Impact Assessment
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    • v.12 no.3
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    • pp.151-160
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    • 2003
  • Analysis of carrying capacity and site suitability by the systematic application of environmental information an provide a basis for implementing environmentally sensitive and sustainable resource development policies. Based on the availability of public services and environmental and site-specific constraints, a Rural Residential Density Matrix was applied in Santa Cruz County, California, USA to assess the development potential of rural land parcels since 1980. In one case, the Matrix was applied to calculate the allowable development density on a site in Lompico planned for use as a Buddhist retreat center. These calculations revealed higher environmental sensitivity and lower carrying capacity than projected in the proposed plan. Under the constraints of the county's minimum acreage policies and insufficient developable land, the developer cancelled the proposed plan. This example suggests that application of the Matrix at the concept development stage would increase the effectiveness of the prior environmental review and environmental impact assessment (EIA) system in Korea.

Psychophysical Study of Combined Manual Material Handling Tasks (결합된 수동물질취급 작업에서의 인체심리학적 연구)

  • 윤훈용
    • Journal of Korean Society of Industrial and Systems Engineering
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    • v.22 no.50
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    • pp.65-73
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    • 1999
  • Most psychophysical studies in manual material handling (MMH) have paid more attention to two-handed MMH activities than to one-handed MMH activities. Also, studies are involved only with single MMH activities - lifting, lowering, carrying, holding, pushing or pulling. Very few studies are reported on the determination of workers' capacities for combinations of one-handed MMH activities (lifting a box, then carrying the box, and lowering the box). The objective of this study was to find the psychophysical and physiological responses of human subjects from a simulated industrial task involving one-handed and two-handed combined tasks. The capacities that were determined as the maximum acceptable weight workloads for 1 hr work period for one-handed and two-handed combined tasks - lifting a box from floor to knuckle height, carrying the box for 4.3 m, and lowering the box from knuckle to floor height - were determined psychophysically under three frequencies: six handlings per minute, one handling per minute and one handling per five minutes. In addition to maximum acceptable weight, heart rate and RPE values on wholebody, back, and arm were also measured as responses.

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Stable Maintenance of Recombinant Plasmid Containing trp $^+$ Operon in E. coli Cultures by the phe W$^+$ -pheS$^{t8}$ System (대장균 배양 중 phe W$^+$-pheS-$^{-ts}$ System에 의한 재조합 trp$^+$ 플라스미드의 안정적 유지)

  • 강충민;최장원;이세영
    • Microbiology and Biotechnology Letters
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    • v.18 no.1
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    • pp.89-93
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    • 1990
  • To improve the stability of recombinant pBR322-trip$^+$ plasmid (pLTW24) in E. coli culture, a positive selection system was devised. A DNA fragment containing pheW$^+$ gene (a structural gene for tRNA$^{phe}$ was isolated and inserted into the pBR322-trip$^+$ plasmid(pLTP24). A temperature sensitive host strain. LC901-pheS$^{-ts}$, was constructed for this plasmid by transducing pheS$^{-ts}$ allele (phenylalanyl-tRNA synthetase) to E. coli LC901 using P1kc bacteriophage. The LC901-pheS$^{-ts}$ cells were unable to grow at a restrictive temperature when they had lost the pBR322 :: pheW$^+$ (pLTP24) plasmid. The effects of pheW$^+$ gene on the plasmid stability and the expression level of trip$^+$ gene in LC901-pheS$^{-ts}$ strain were investigated. The proportion of Trip$^+$ colonies among LC901-pheS$^{-ts}$ strain carrying plasmid pLTP24 was 99%, whereas that of LC901 strain carrying plasmid pLTW24 was 7% at the end of 20 generations. After 100 generations of growth, the strain LC901-pheS$^{-ts}$ carrying plasmid pLTP24 showed little loss of plasmids. While the majority of plasmid pLTW24 in LC901 strain were lost in the same period. The activities of tryptophan synthetase (T. Sase) and anthranilate synthetase (A. Sase) in LC901 strain carrying pLTW24 were about 1.2 times and 1.8 times respectively of those in LC901-pheS$^{-ts}$ strain carrying pLTP24.

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On the natural frequencies and mode shapes of a multiple-step beam carrying a number of intermediate lumped masses and rotary inertias

  • Lin, Hsien-Yuan;Tsai, Ying-Chien
    • Structural Engineering and Mechanics
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    • v.22 no.6
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    • pp.701-717
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    • 2006
  • In the existing reports regarding free transverse vibrations of the Euler-Bernoulli beams, most of them studied a uniform beam carrying various concentrated elements (such as point masses, rotary inertias, linear springs, rotational springs, spring-mass systems, ${\ldots}$, etc.) or a stepped beam with one to three step changes in cross-sections but without any attachments. The purpose of this paper is to utilize the numerical assembly method (NAM) to determine the exact natural frequencies and mode shapes of the multiple-step Euler-Bernoulli beams carrying a number of lumped masses and rotary inertias. First, the coefficient matrices for an intermediate lumped mass (and rotary inertia), left-end support and right-end support of a multiple-step beam are derived. Next, the overall coefficient matrix for the whole vibrating system is obtained using the numerical assembly technique of the conventional finite element method (FEM). Finally, the exact natural frequencies and the associated mode shapes of the vibrating system are determined by equating the determinant of the last overall coefficient matrix to zero and substituting the corresponding values of integration constants into the associated eigenfunctions, respectively. The effects of distribution of lumped masses and rotary inertias on the dynamic characteristics of the multiple-step beam are also studied.

On the natural frequencies and mode shapes of a uniform multi-span beam carrying multiple point masses

  • Lin, Hsien-Yuan;Tsai, Ying-Chien
    • Structural Engineering and Mechanics
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    • v.21 no.3
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    • pp.351-367
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    • 2005
  • Multi-span beams carrying multiple point masses are widely used in engineering applications, but the literature for free vibration analysis of such structural systems is much less than that of single-span beams. The complexity of analytical expressions should be one of the main reasons for the last phenomenon. The purpose of this paper is to utilize the numerical assembly method (NAM) to determine the exact natural frequencies and mode shapes of a multi-span uniform beam carrying multiple point masses. First, the coefficient matrices for an intermediate pinned support, an intermediate point mass, left-end support and right-end support of a uniform beam are derived. Next, the overall coefficient matrix for the whole structural system is obtained using the numerical assembly technique of the finite element method. Finally, the natural frequencies and the associated mode shapes of the vibrating system are determined by equating the determinant of the last overall coefficient matrix to zero and substituting the corresponding values of integration constants into the related eigenfunctions respectively. The effects of in-span pinned supports and point masses on the free vibration characteristics of the beam are also studied.

The Summary of Researches on ADS in China

  • Haihong Xia;Zhixiang Zhao;Jigen Li;Yongqian Shi;Yinlu Han;Shengyun Zhu;Yongli Xu;Xialing Guan;Shinian Fu;Baoqun Cui
    • Proceedings of the Korean Radioactive Waste Society Conference
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    • 2005.11b
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    • pp.76-85
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    • 2005
  • The conceptual study of Accelerator Driven System (ADS) had lasted for about five years and ended in 1999 in China. As one project of 'the major state basic research program (973)' in energy domain, which is sponsored by the China Ministry of Science and Technology (MOST), a five years program of basic research for ADS physics and related technology has been launched since 2000 and passed national review last month. CIAE (China Institute of Atomic Energy), IHEP (Institute of High Energy Physics), PKU-IHIP (Institute of Heavy Ion Physics in Peking University) and other institutions are jointly carrying on the research. The research activities are focused on HPPA physics and technology, reactor physics of external source driven sub-critical assembly, nuclear data base and material study. For HPPA, a high current injector consisting of an ECR ion source, LEBT and a RFQ accelerating structure of 3.5MeV has been built. In reactor physics study, a series of neutron multiplication experimental study has been carried out and is being carrying on. The VENUS facility has been constructed as the basic experimental platform for the neutronics study in ADS blanket. It's a zero power sub-critical neutron multiplying assembly driven by external neutron produced by a pulsed neutron generator. The theoretical, experimental and simulation study on nuclear data, material properties and nuclear fuel circulation related to ADS is carrying on to provide the database for ADS system analysis. The main results on ADS related researches will be reported.

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Load Carrying Capacity Evaluation of Composite PC Girder Bridges Based on the System Identification (구조특성확인기법에 의한 PC교의 내하력평가)

  • Kim, Kee-Dae
    • Journal of the Korean Society of Industry Convergence
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    • v.8 no.4
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    • pp.205-212
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    • 2005
  • This paper presents the application of system identification approaches for the load carrying capacity evaluation of composite PCI girder bridges based on the result of field test. For these problems, the moment of inertia of cross-sectional area and the natural frequency of bridge were used as structural parameters, the SAP2000 program for the structural analysis and the SLP method for the minimum error. As a result, it is found that the proposed algorithm for this study appears applicable to real structures with reasonable complexity. It is shown that the introduction of approximate quadratic equations is more realistic and timesaving than the common methods.

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A Study on the Strength Evaluation of Micropile with Expanded Drill Hole (확공형 마이크로 파일의 강도 평가에 관한 연구)

  • Lee, Jae-Min;Kim, Doo-Hwan
    • Journal of the Korean Society of Safety
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    • v.29 no.5
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    • pp.74-81
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    • 2014
  • This study proposes an advanced type of a micropile system. The proposed micropile system consists of perfobond ribs installed steel rod to improve shear capacity between the thread and the grout, and partially expanded drill holes to increase resistance capacity between the grout and the ground. This study contains experimental evaluations on the proposed micropile system to verify the shear capacity of perfobond rib installed on the steel rod and the load-carrying capacity of shear key created by the partially expanded drill hole. Push-out tests were conducted on a rolled screw thread and steel rods which perfobond ribs are installed instead of rolled screw, in order to compare their load-carrying capacity and behavioral characteristics. As a result, it was confirmed that the perfobond-rib steel rods show much superior structural behavior in terms of initial stiffness, ultimate load, and ductile behavior.

Simulation Based for Intelligent Control System of Multi - Humanoid Robots for Stable Load Carrying (시뮬레이션에 기반한 휴머노이드 로봇 두 대의 안정적인 물체 운반 및 제어 연구)

  • Kim, Han-Guen;Kim, Hyung-Jean;Park, Won-Man;Kim, Yoon-Hyuk;Kim, Dong-Han;An, Jin-Ung
    • Journal of Institute of Control, Robotics and Systems
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    • v.16 no.2
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    • pp.120-125
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    • 2010
  • This paper proposes an intelligent PID/Fuzzy control system for two humanoid robots to transport objects stably. When a robot transports an object while walking, a whole body system of a robot may not be stable due to vibration or external factors from a different departure speed error and a body movement of walking robots. Therefore, it is necessary to measure the horizontal and vertical locations and speeds of object, then calibrate the difference of departure speed between robots with PID/Fuzzy control. The results of simulation with two robots indicated that a proposed controller makes robots to transport an object stably.