• Title/Summary/Keyword: 횡력

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Analysis of Lateral Load Resistance for Diagrid Nodes (초대형 대각가새 접합부의 해석적 횡력저항 성능 평가)

  • Jung, Dong-Hyuk;Jeong, In-Yong;Kim, Do-Hyun;Ju, Young-Kyu
    • 한국방재학회:학술대회논문집
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    • 2010.02a
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    • pp.35.2-35.2
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    • 2010
  • 본 연구에서는 H형강을 이용한 초대형 대각가새 접합부의 횡력저항 성능을 유한요소해석을 통해 평가하였다. 해석결과의 타당성을 얻기 위해 기존의 실험 결과와 비교 검증하였으며, 스티프너의 길이 변화를 통해 횡력저항에 좀 더 효율적인 대각가새 접합부 형태를 알아보았다. 수평 스티프너의 길이가 1.0D 이상 확보되었을 때, 각 해석모델은 거의 동일한 구조적 성능을 보였다. 또한, 수직 스티프너의 길이가 증가할수록 각 모델의 성능이 조금씩 향상됨을 알 수 있었다.

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장려상 배충열, 오병현, 주윤미, 박그림_ 강원대-초고층건물

  • Korean Structural Engineers Association
    • 건축구조
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    • v.13 no.3
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    • pp.88-89
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    • 2006
  • Combination Tube System 의 구성으로 횡력을 부담 각각의 Tube System 에 Core 를 형성하여 Building 의 기능 담당 Tube System 사이의 공간은 자유로운 평면이 가능 Void 공간을 통해 Building 의 미를 더하고 횡력을 분담 G5 Project 의 Landmark 로서 수변공간의 새로운 장소성 제공

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A Study on the Ultimate Strength of Tube-Gusset Connection Considering Eccentricity (편심이 고려된 강관-가셋트 접합부의 극한 내력)

  • Kim, Woo Bum
    • Journal of Korean Society of Steel Construction
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    • v.13 no.2
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    • pp.201-210
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    • 2001
  • A numerical analysis and experimental study were performed to investigate the behavior and strength of tube-gusset connection subjected to axial and lateral forces. To investigate the behavior of the connections, experiment was conducted by applying three directional loads. Local buckling and local plastic bending deformation of the connection were observed from the test. Analytical results were compared with test results for the limited cases. Primary interests here are the effect of eccentricity on the strength of the connection. To suggest a formula for the strength of tube-gusset connection, lateral forces were replaced with equivalent wall moment and eccenrtric vertical component force of lateral force. Ultimate strength formula for the each force was proposed. Finally, nondimensionalized ultimate strength interaction relationships between the wall moment of tube($M_w$), vertical axial force($P_v$), and eccentric vertical component of lateral force($P_e$) were formulated through parametric study.

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The Effect of Transient Nozzle Pressure Ratio on the Characteristics of Unsteady Side Forces in an Over-Expanded Nozzle (압력비 변화과정이 과팽창 노즐에서 발생하는 비정상 횡력 특성에 미치는 영향)

  • Lee, Jong-Sung;Kim, Heuy-Dong
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2010.11a
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    • pp.678-681
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    • 2010
  • In the present work, a numerical study is conducted to investigate the effect of the transient nozzle pressure ratio (NPR) on the flow fields inside the nozzle. The unsteady, compressible, axisymmetric, Navier-Stocks equations with SST $k-{\omega}$ turbulence model are solved using a fully implicit finite volume scheme. In order to simulate the start-up and shut-down processes of the engine, NPR is varied from 2.0 to 10.0. It is observed that the interaction patterns and the hysteresis phenomenon strongly depend on the time variation of NPR, leading to significantly different characteristics in the lateral forces.

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The Effect of the Variation of Pressure Ratio on the Characteristics of Lateral Forces in an Over-Expanded Nozzle (압력비 변화과정이 과팽창 노즐에서 발생하는 횡력 변동 특성에 미치는 영향)

  • Lee, Jong-Sung;Kim, Heuy-Dong
    • Journal of the Korean Society of Propulsion Engineers
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    • v.14 no.6
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    • pp.38-44
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    • 2010
  • The shock wave and boundary layer interaction patterns in an over-expanded rocket nozzle are associated with the production of undesirable side-forces during the start-up and shut-down processes of the engine. In the present work, a computational study is carried out to investigate the effect of the transient nozzle pressure ratio (NPR) on the flow fields inside the nozzle. The unsteady, compressible, axisymmetric, Navier-Stocks equations with SST k-${\omega}$ turbulence model are solved using a fully implicit finite volume scheme. NPR is varied from 2.0 to 10.0, in order to simulate the start-up and shut-down processes of the rocket engine. It is observed that the interaction patterns and the hysteresis phenomenon strongly depend on the time variation of NPR, leading to significantly different characteristics in the lateral forces.

Optimum Yaw Moment Distribution with ESC and AFS Under Lateral Force Constraint on AFS (AFS 횡력 제한조건 하에서 ESC와 AFS를 이용한 최적 요 모멘트 분배)

  • Yim, Seongjin;Lee, Jungjae;Cho, Sung Ik
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.39 no.5
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    • pp.527-534
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    • 2015
  • This paper presents an integrated chassis control with electronic stability control (ESC) and active front steering (AFS) under lateral force constraint on AFS. The control yaw moment is calculated using a sliding mode control. The tire forces generated by ESC and AFS are determined using weighted pseudo-inverse based control allocation (WPCA) in order to generate the control yaw moment. On a low friction road, AFS is not effective when the lateral tire forces of front wheels are easily saturated. To solve problem, the lateral force of AFS is limited to its maximum and the braking of ESC is applied with WPCA. To evaluate the effectiveness of the proposed method, a simulation was performed on the vehicle simulation package, $CarSim^{(R)}$. From the simulation, it was verified that the proposed method could enhance the maneuverability and lateral stability if the lateral force of AFS exceeds its maximum.

Seismic Retrofit of RC Exterior Beam-Column Joints Strengthened with CFRP (CFRP를 이용한 비내진 철근콘크리트 외부 보-기둥 접합부의 내진 보강)

  • Kim, Min;Lee, Ki-Hak;Lee, Jae-Hong;Woo, Sung-Woo;Lee, Jung-Weon
    • Journal of the Korea Concrete Institute
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    • v.18 no.6 s.96
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    • pp.729-736
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    • 2006
  • It has been shown that many Reinforced Concrete(RC) structures designed without seismic details have experienced brittle shear failures in the beam-column joint area and resulted in large permanent deformations and structural collapse. In this study, experimental investigations into the performance of exterior reinforced concrete beam-column joints strengthened with the carbon fiber-reinforced polymer(CFRP) under cyclic loading were presented. The CFRP has been applied by choosing different combinations and locations to determine the effective way to improve structural performances of joints. Eight beam-column joints were tested to investigate behaviors of each specimen under cyclic load and to compare performances of seismic retrofit. According to the experimental study, the retrofit strengthened with the CFRP provides significant improvements of flexural capacity and ductility of beam-column joints originally built without seismic details.

A Passive Control of the Unsteady Shock-Boundary Layer Interaction in Propulsion Nozzle (추진 노즐에서 발생하는 비정상 충격파-경계층의 간섭현상의 피동제어)

  • Lee, Jong-Sung;Kim, Heuy-Dong
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2011.04a
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    • pp.211-214
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    • 2011
  • In the present work, a computational study was conducted to investigate characteristic of lateral force on the flow fields inside the propulsion nozzle with step. The unsteady, compressible, axisymmetric, Navier-Stocks equations with SST k-${\omega}$ turbulence model are solved using a fully implicit finite volume scheme. In order to simulate the shut-down process of the engine, NPR is varied from 100.0 to 10.0. It is observed that the separation point and Mach-disk strongly depend on the variation of NPR, and adjusting the step lead to significantly different characteristics in the lateral forces.

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The Lateral Current Force Coefficient in the Real Ship Towing Test (실선 예인실험을 통한 여객선형의 유압횡력계수 고찰)

  • Jung, Chang-Hyun;Nam, Taek-Kun
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.22 no.5
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    • pp.373-379
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    • 2016
  • Hydraulic forces on a vessel are changed according to the depth/draft ratio (h/d) during berthing or towing in a lateral direction. It is well known that lateral current force coefficient is dependent on the kinds of vessel in question. However, not much research exists about the characteristics of general ships, except for oil tankers, as suggested by the Oil Companies International Marine Forum (OCIMF). In this paper, lateral current coefficient related to h/d is analyzed in comparison with theoretical values and experiments with a 93m passenger ship. The estimated total resistance on the ship was 14.0 tons under an h/d of 1.6 with a lateral current force coefficient of 1.9. This was found to be similar to the measured value of 13.8 tons on the towing line in actual experiments. Resistances on the ship under an h/d of 3.0 was calculated to be 19.9 tons with a lateral current force coefficient of 1.3. Therefore, the lateral current force coefficient was expected to be 1.3 under an h/d of 3.0, in experiments measured value 20.0 tons. And the discharging currents did not affect the towing force if the towing line was over 30 m, since the towing resistance showed a similar tendency for changes in line length from 30 m to 60 m.

바람에 의한 건물의 진동

  • 김동혁
    • Computational Structural Engineering
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    • v.6 no.3
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    • pp.38-44
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    • 1993
  • 본 글은 그중의 일부인 바람이라는 횡력에 의하여 발생되는 건물의 흔들림을 대상으로 하였으며 간단하나마 문제점의 배경 및 흔들림의 물리적 현상을 설명하며 문제해결을 위한 공학적인 접근방법을 간략히 소개하였다.

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