• Title/Summary/Keyword: dynamic program analysis

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Seismic Fragility Assessment Method for RC Bridges in Korea using a Representative Bridge (대표 교량을 이용한 국내 철근콘크리트 교량의 지진취약성 분석 방법)

  • An, HyoJoon;Jeong, Seong-Hoon;Shin, Soobong
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.32 no.6
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    • pp.417-423
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    • 2019
  • In this investigation, a set of seismic fragility curves for RC bridges in Korea is derived by considering variations of the representative analytical model. The dimensions and specifications of the model are determined, based on statistical analysis of the inventory of RC bridges in Korea. Variations of important modeling parameters such as material properties, size of structural members, and dimension of the bridge are defined based on statistical studies of the bridges. The OpenSees program is utilized for the analysis to represent the inelastic behavior of RC members. A systematic approach is developed to perform a large volume of inelastic dynamic analysis, in which continuous variation of the modeling parameters are programmed to appropriately represent the characteristics of RC bridges in Korea.

Numerical Study on Submersible Pumps with a Vortex Reduction Function (와류저감기능이 적용된 수중펌프에 관한 수치적 연구)

  • Ahn, Deog-Inn;Kim, Hong-gun
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.18 no.10
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    • pp.83-92
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    • 2019
  • A pump is considered to be submersible when a motor and a pump are integrated and operate while submerged in water. Submersible pumps mainly function as rejection pumps to prevent foods in densely populated areas, as cold water circulation pumps in large power plants, as pumps to supply irrigation water, as drainage pumps to prevent flooding of agricultural lands, as water supply intake pumps, and as inflow pumps for sewage treatment. The flow in such turbomachines (submersible pumps) inevitably involves various eddy currents. Since it is almost impossible to accurately grasp the complex three-dimensional flow structure and characteristics of a rotating turbomachine through actual testing, three-dimensional numerical analysis using computational fluid dynamics techniques measuring the flow field, velocity, and the pressure can be accurately predicted. In this study, the shape of the impeller was developed to reduce vibration and noise. This was done by increasing the efficiency of the existing submersible pump and reducing turbulence. In order to evaluate the pump's efficiency and turbulence reduction, we tried to analyze the flow using ANSYS Fluent V15.0, a commercial finite element analysis program. The results show that the efficiency of the pump was improved by 4.24% and the Reynolds number was reduced by 15.6%. The performance of a developed pump with reduced turbulence, vibration, and noise was confirmed.

Time Response Analysis of Caissons by Installing New Caisson on Existing Caisson Breakwater in Irregular Wave Condition (기존 케이슨방파제에 신규 케이슨 추가설치에 따른 불규칙파 조건에서 케이슨들의 시간응답 평가)

  • Min Su, Park;Young Taek, Kim;Sangki, Park;Jiyoung, Min
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.34 no.6
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    • pp.233-246
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    • 2022
  • The design and the construction were carried out by installing new caissons on the back or the front of existing caissons to increase the structural stability of caisson breakwaters. In this study, we used the ANSYS AQWA program to analyze the wave forces acting on individual caissons according to the effects of wave-structure interaction when new caissons were additionally installed on existing caisson breakwaters. The wave force characteristics acting on the individual caisson were analyzed according to the distance among caissons in frequency domain analysis. In addition, the dynamic wave force characteristics were closely examined on the basis of the frequency at which the unusual distribution of wave forces occurs in irregular wave conditions using time domain analysis.

A simplified model proposal for non-linear analysis of buildings

  • Abdul Rahim Halimi;Kanat Burak Bozdogan
    • Earthquakes and Structures
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    • v.24 no.5
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    • pp.353-364
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    • 2023
  • In this study, a method has been proposed for the static and dynamic nonlinear analysis of multi-storey buildings, which takes into account the contribution of axial deformations in vertical load-bearing elements, which are especially important in tall and narrow structures. Shear deformations on the shear walls were also taken into account in the study. The presented method takes into account the effects that are not considered in the fishbone and flexural-shear beam models developed in the literature. In the Fishbone model, only frame systems are modeled. In the flexural shear beam model developed for shear wall systems, shear deformations and axial deformations in the walls are neglected. Unlike the literature, with the model proposed in this study, both shear deformations in the walls and axial deformations in the columns and walls are taken into account. In the proposed model, multi-storey building is represented as a sandwich beam consisting of Timoshenko beams pieced together with a double-hinged beam. At each storey, the total moment capacities of the frame beams and the coupled beams in the coupled shear walls are represented as the equivalent shear capacity. On the other hand, The sums of individual columns and walls moment at the relevant floor level are represented as equivalent moment capacity at that floor level. At the end of the study, examples were solved to show the suitability of the proposed method in this study. The SAP2000 program is employed in analyses. In a conclusion, it is observed that among the solved examples, the proposed sandwich beam model gives good results. As can be seen from these results, it is seen that the presented method, especially in terms of base shear force, gives very close results to the detailed finite element method.

The Study of Relations between Positive Psychological Capital, Career Planning, and Job Preparation Activities of Physical Education Students (체육계열학과 대학생들의 긍정심리자본과 경력계획 및 취업준비행동의 관계에 관한 연구)

  • Han, Hui-Seung;Lee, Keun-Mo
    • 한국체육학회지인문사회과학편
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    • v.55 no.3
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    • pp.59-69
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    • 2016
  • The aim of this study is to reveal the relations between positive psychological capital, career planning, and job preparation activities of physical education students. To do that, pilot survey and main survey are separately conducted. At first, pilot survey is carried out in September 9, 2015 with third and fourth grade of students in D University in Kyeongbuk. Main survey is conducted with students majoring in physical education in Youngnam province except for the students who are participated in pilot survey. In main survey, 310 questionnaires are collected. However, 7 questionnaires are excluded because they are not suitable for the study, so 303 cases are used to conduct analysis of frequency. Multiple regression analysis in SPSS version 23.0 for windows statistical package program is used and the results are presented as follow; First, dynamic stability, hope, and optimism in positive psychological capital of physical education students have a positive effect on career planning. Second, optimism, dynamic stability, and self-efficacy in positive psychological capital of physical education students have positive influence on career planning. Third, the order of concreteness and challenge in career planning of psychological education students positively affect job preparation.

Seismic analysis and dynamic behavior characterization of rib-reinforced pre-cast tunnels (리브 보강 프리캐스트 터널의 내진 해석 및 동적거동 특성 파악)

  • Song, Ki-Il;Jung, Sung-Hoon;Cho, Gye-Chun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.11 no.3
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    • pp.287-301
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    • 2009
  • The novel cut-and-cover tunnel construction method using rib-reinforced pre-cast arch segments has been recently developed and applied for practice to secure a structural stability of high covering and wide width section tunnels. Cut-and-cover tunnels are usually damaged by the seismic behavior of backfill grounds in case of a low covering condition. Seismic analyses are performed in this study to characterize the dynamic behavior of rib-reinforced pre-cast arch cut-and-cover tunnels. Seismic analyzes for 2 lane cast-in-place and rib-reinforced pre-cast arch cut-and-cover tunnels are carried out by using the commercial FDM program (FLAC2D) considering various field conditions such as the covering height embankment slope and excavation slope. It can be concluded that the amplification of seismic wave is reduced due to an increase in the structural stiffness induced by rib-reinforcement. The results show that the rib-reinforced pre-cast arch cut-and-cover tunnels are more effective against the seismic loading, compared to the cast-in-place cut-and-cover tunnels.

Effects of implant thread profile on insertion stress generation in cortical bone studied by dynamic finite element simulation (유한요소 모사해석을 통한 임플란트 나사산 형상이 치밀골의 식립응력에 미치는 영향 분석)

  • Yu, Won-Jae;Ha, Seok-Joon;Cho, Jin-Hyun
    • The Journal of Korean Academy of Prosthodontics
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    • v.52 no.4
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    • pp.279-286
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    • 2014
  • Purpose: The aim of this study was to investigate the effect of implant thread profile on the marginal bone stresses which develop during implant insertion. Materials and methods: Four experimental implants were created by placing four different thread systems on the body ($4.1mm{\times}10mm$) of the ITI standard implant. The thread types studied in this study included the buttress, v-shape, reverse buttress, and square shape threads. In order to examine the insertion stress generation, 3D dynamic finite element analysis was performed which simulated the insertion process of implants into a 1.2 mm thick cortical bone plate (containing 3.5 mm pilot hole) using a PC-based DEFORM 3D (ver 6.1, SFTC, Columbus, OH, USA) program. Results: Insertion stresses higher than human cortical bone developed around the implants. The level of insertion stresses was much different depending on the thread. Stress level was lowest near the v-shape thread, and highest near the square shaped thread. Difference in the interfacial bone stress level was more noticeable near the valley than the tip of the threads. Conclusion: Among the four threads, the v-shape thread was turned out to minimize the insertion stress level and thereby create better conditions for implant osseointegration.

The characteristics of the flow field around canvas kite using the CFD (CFD를 이용한 범포 주위의 유동장 특성)

  • Bae, Bong-Seong;Bae, Jae-Hyun;An, Heui-Chun;Park, Seong-Wook;Park, Chang-Doo;Jeong, Eui-Cheol
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.42 no.3
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    • pp.169-178
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    • 2006
  • This research aims at establishing the fundamental characteristics of the kite through the analysis of the flow field around various types of kites. The approach of this study were adopted for the analysis; visualization by CFD(computational fluid dynamics). Also, the lift/drag and PIV(particle image velocimetry) tests of kites had been performed in our previous finding. For this situation, models of canvas kite were designed by solidworks(design program) for the CFD test using the same conditions as in the lift/drag tests. And we utilized FloWorks as a CFD analysis program. The results obtained from the above approach are summarized as follows: According to comparison of the measured and analyzed results from mechanical tests, PIV and CFD test, the results of all test were similar. The numerical results of lift-coefficient and drag-coefficient were 5-20% less than those of the tests when attack angle is $10^{\circ},\;20^{\circ}\;and\;30^{\circ}$. In particular, it showed the 20% discrepancy at $40^{\circ}$. The numerical results of the ratio of drag and lift were 8-13% less than those of the tests at $10^{\circ}$ and 10% less than those of the tests at $20^{\circ},\;30^{\circ}\;and\;40^{\circ}$. Pressure distribution gradually became stable at $10^{\circ}$. In particular, the rectangular and triangular types had the centre of the high pressure field towards the leading edge and the inverted triangular type had it towards the trailing edge. The increase of the attack angle resulted in the eddy in order of the rectangular, triangular and inverted triangular type. The magnitude of the eddy followed the same order. The effect of edge-eddy was biggest in the triangular type followed by the rectangular and then the inverted triangular type. The action point of dynamic pressure as a function of the attack angle was close to the rear area of the model with the small attack angle, and with large attack angle, the action point was close to the front part of the model.

Effect of Roundness Error of a Crank Pin Bearing for a Marine Engine on the Minimum Film Thickness (박용엔진 크랭크 핀 베어링의 형상오차가 최소유막두께에 미치는 영향)

  • Ha, Yang-Hyup;Shin, In-Dong;Lee, Sang-Min;Lee, Seung-Jun;Lee, Deug-Woo
    • Tribology and Lubricants
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    • v.27 no.5
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    • pp.256-263
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    • 2011
  • Bearings of marine engines are operated under severe conditions because of dynamic load and low sliding speed. This paper deals with lubrication analysis of a crank pin bearing for a marine diesel engine. Journal center locus and oil film thickness are compared of crank pin bearing. In the past researches, journal bearings have been studied only about the surface of bearing. In addition to this conventional research, this paper analyzes the effect of roundness error of a journal and a bearing on the minimum film thickness. Numerical analysis has been studied by using Reynolds equation and also Half-Sommerfeld condition is applied as boundary condition. Futhermore, this study investigates the effect of roundness error change on the minimum film thickness. The results demonstrate that the bigger amplitude of roundness error yields, the lower minimum oil film thickness is. In comparison to previous research considered a journal and a bearing individually, the results considering a journal and a bearing together show that amplitude of roundness error of journal has very little effect on the minimum oil film thickness.

Modeling and Verification of Multibody Dynamics Model of Military Vehicle Using Measured Data (실차 측정 정보를 이용한 군용 차량의 다물체 동역학 모델링 및 검증)

  • Ryu, Chi Young;Jang, Jin Seok;Yoo, Wan Suk;Cho, Jin Woo;Kang, E-Sok
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.38 no.11
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    • pp.1231-1237
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    • 2014
  • It is essential to perform driving performance tests of military vehicles on rough terrain. A full car test is limited by cost and time constraints, because of which a dynamic analysis via computer simulation is preferred. In this study, a vehicle model is developed using MSC.ADAMS, a commercial multibody analysis program, and compared via experiments. FTire is modeled using the results of a tire performance test to obtain the vertical stiffness. A nonlinear damper is modeled by a characteristic experiment. Leaf springs are modeled with beam force elements and consisted to a vehicle model. The vertical force and acceleration response of the wheel are identified when vehicle is passing over a simple bump as well as a sinusoidal road. The developed vehicle model is verified with the results of a full car test.