• Smart Structures and Systems
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• 제13권4호
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• pp.637-657
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• 2014

This paper presents a dynamic analysis of three-dimensional beams. Structures made of functionally graded materials are considered. Several higher-order as well as classical theories are derived by means of a compact notation for the a-priori expansion order of the displacement field over the beam cross-section. The governing differential equations and boundary conditions are obtained in a condensed nuclear form that does not depend on the kinematic hypotheses. The problem is, then, exactly solved in space by means of a Navier-type solution, whereas time integration is performed by means of Newmark's solution scheme. Slender and short simply supported beams are investigated. Results are validated towards three-dimensional FEM results obtained via the commercial software ANSYS. Numerical investigations show that good accuracy can be obtained through the proposed formulation provided that the appropriate expansion order is considered.

• 대한두경부종양학회지
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• 제2권1호
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• pp.67-73
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• 1986

An unusual polypoid laryngeal tumor has been studied with light and electron microscopy. In light microscopic section, there were two components: a squamous cell carcinoma and a sarcomatoid spindle cell population. Transitional zone between these two components was found. The electron micrographs demonstrated the presence of slender bundles of tonofilaments in many tumor cells. Desmosomes were present, but few in number and poorly developed. Findings suggest this laryngeal tumor as a spindle cell variant of squamous cell carcinoma.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1999년도 가을 학술발표회 논문집
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• pp.143-150
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• 1999

The LRFD Specification defines two sets of limiting width-to-thickness ratios. On the basis of these limiting values, steel sections we subdivided into three categories: compact, noncompact, and slender sections. A compact section is capable of developing a fully plastic stress distribution (plastic moment), and can sustain rotations approximately three times beyond the yield before the possibility of local buckling arises. Noncompact sections can develop the yield stress before local buckling occurs. They may not, however, resist local buckling at the strain levels required to develop the fully plastic stress distribution. In this paper, 1-Type girders of a 2 span continuous steel bridge are divided into compact and non-compact sections and analyzed. In the design process, an optimization skill was adopted and ADS, a Fortran program for Automated Design Synthesis, was used.

• 전산구조공학
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• 제4권1호
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• pp.121-132
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• 1991

본 연구는 철근콘크리트 뼈대구조물의 실제적인 단부경계조건을 고려한 철근콘크리트 기둥에 대한 인접부재의 강성을 비선형거동과 부합시켜 해석하고, 인접부재의 단부구속효과를 고려한 중심축하중을 받는 장주의 극한강도를 해석하고저 해석모델을 정립하여 보-기둥의 2차강성매트릭스 해석법에 의하여 이론적으로 해석하는데 있다.

• 한국항공우주학회지
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• 제40권10호
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• pp.888-893
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• 2012

본 논문은 유도 무기나 로켓과 같이 세장비가 큰 비행체의 동안정미계수 획득을 위한 풍동실험장치 및 기법에 관하여 기술하였다. 세장비가 큰 로켓과 같은 비행체의 동적운동을 위한 풍동실험은 풍동 시험부의 크기와 진동 장치의 설치에 대한 문제 등의 어려움이 있어 동안정성 실험을 수행하는데 여러 가지 제약이 따르게 된다. 본 연구에서는 아음속 풍동에서 세장비가 큰 비행체의 동안정 미계수 획득을 위한 풍동실험기법으로 동안정 밸런스를 이용하는 기법이 사용되었다. 본 연구를 통하여 세장비가 큰 비행체의 자유진동 풍동실험 장치가 구축되었으며, 이 장치를 이용한 자료측정 결과는 동안정미계수가 적절하게 획득됨을 보여 주었다.

• Steel and Composite Structures
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• 제18권6호
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• pp.1569-1582
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• 2015

This study explores the lateral deflections of diagonal braces in concentrically-braced earthquake-resisting frames. The performance of this widely-used system is often compromised by the flexural buckling of slender braces in compression. In addition to reducing the compressive resistance, buckling may also cause these members to undergo sizeable lateral deflections which could damage surrounding structural components. Different approaches have been used in the past to predict the mid-length lateral deflections of cyclically loaded steel braces based on their theoretical deformed geometry or by using experimental data. Expressions have been proposed relating the mid-length lateral deflection to the axial displacement ductility of the member. Recent experiments were conducted on hollow and concrete-filled circular hollow section (CHS) braces of different lengths under cyclic loading. Very slender, concrete-filled tubular braces exhibited a highly ductile response, undergoing large axial displacements prior to failure. The presence of concrete infill did not influence the magnitude of lateral deflection in relation to the axial displacement, but did increase the number of cycles endured and the maximum axial displacement achieved. The corresponding lateral deflections exceeded the deflections observed in the majority of the previous experiments that were considered. Consequently, predictive expressions from previous research did not accurately predict the mid-height lateral deflections of these CHS members. Mid-length lateral deflections were found to be influenced by the member non-dimensional slenderness (${\bar{\lambda}}$) and hence a new expression was proposed for the lateral deflection in terms of member slenderness and axial displacement ductility.

• Smart Structures and Systems
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• 제4권1호
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• pp.1-17
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• 2008

This study proposes a conceptual framework of in-situ vibration tests and analyses for quality appraisal of non-slender, cast-in-place piles with irregular cross-section configuration. It evaluates a frequency index from vibration recordings to a series of impulse loadings that is related to total soil-resistance forces around a pile, so as to assess if the pile achieves the design requirement in terms of bearing capacity. In particular, in-situ pile-vibration tests in sequential are carried out, in which dropping a weight from different heights generates series impulse loadings with low-to-high amplitudes. The high-amplitude impulse is designed in way that the load will generate equivalent static load that is equal to or larger than the designed bearing capacity of the pile. This study then uses empirical mode decomposition and Hilbert spectral analysis for processing the nonstationary, short-period recordings, so as to single out with accuracy the frequency index. Comparison of the frequency indices identified from the recordings to the series loadings with the design-based one would tell if the total soil resistance force remains linear or nonlinear and subsequently for the quality appraisal of the pile. As an example, this study investigates six data sets collected from the in-situ tests of two piles in Taipu water pump project, Jiangshu Province of China. It concludes that the two piles have the actual axial load capacity higher than the designed bearing capacity. The true bearing capacity of the piles under investigation can be estimated with accuracy if the amplitude of impact loadings is further increased and the analyses are calibrated with the static testing results.

• 한국어류학회지
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• 제32권3호
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• pp.136-142
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• 2020

이 연구는 투라치의 형태 및 골격 관찰을 위해 2017년에 여수시 돌산도와 부산에서 채집한 3개체를 대상으로 외부형태를 관찰하고 내부 골격을 삶아 채골하여 관찰하였다. 형태적 특징은 다음과 같다. 몸은 길고 측편되어 있었고, 위턱은 앞으로 돌출됐다. 체색은 은백색을 띠고 있었고, 눈은 크며, 가슴지느러미와 꼬리지느러미는 등쪽으로 향해 있었다. 작은 돌기들이 배쪽에 머리 뒤부터 꼬리까지 있었다. 새파 수는 (3~4)+(7~8)개였다. 등지느러미 줄기는 185~190개였고, 가슴지느러미는 12~13개, 꼬리지느러미에는 9개의 연조와, 5+2개의 짧은 극조가 있었다. 골격 특징은 다음과 같다. 주상악골은 길고 4개의 이빨이 있었다. 치골은 삼각형 모양이었고, 간새개골과 하새개골은 크고 넓었으며, 5개의 새조골이 있었다. 후쇄골은 가늘고 길게 발달 되어있었다. 척추골은 79~80개였고, 후방 추골은 길었으며, 미부봉상골에는 5~6개의 돌기가 있었다.

• Wind and Structures
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• 제36권4호
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• pp.221-236
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• 2023

The lateral component of turbulence and the vortices shed in the wake of a structure result in introducing dynamic wind load in the acrosswind direction and the resulting level of motion is typically larger than the corresponding alongwind motion for a dynamically sensitive structure. The underlying source mechanisms of the acrosswind load may be classified into motion-induced, buffeting, and Strouhal components. This study proposes a frequency domain framework to decompose the overall load into these components based on output-only measurements from wind tunnel experiments or full-scale measurements. First, the total acrosswind load is identified based on measured acceleration response by solving the inverse problem using the Kalman filter technique. The decomposition of the combined load is then performed by modeling each load component in terms of a Bayesian filtering scheme. More specifically, the decomposition and the estimation of the model parameters are accomplished using the unscented Kalman filter in the frequency domain. An aeroelastic wind tunnel experiment involving a tall circular cylinder was carried out for the validation of the proposed framework. The contribution of each load component to the acrosswind response is assessed by re-analyzing the system with the decomposed components. Through comparison of the measured and the re-analyzed response, it is demonstrated that the proposed framework effectively decomposes the total acrosswind load into components and sheds light on the overall underlying mechanism of the acrosswind load and attendant structural response. The delineation of these load components and their subsequent modeling and control may become increasingly important as tall slender buildings of the prismatic cross-section that are highly sensitive to the acrosswind load effects are increasingly being built in major metropolises.

• 한국강구조학회 논문집
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• 제28권3호
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• pp.185-194
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• 2016

본 연구에서는 탄소섬유쉬트로 보강된 각형강관 기둥의 유한요소 해석결과를 소개하고 있다. 실험체 개수는 총 6개이며, 각형강관에 대해서는 비조밀 단면 단주, 세장판 단면 단주, 비조밀 단면 장주로 구성되어 있다. 실험변수는 탄소섬유쉬트 보강겹수이다. AFRP 스트립과 강재사이의 부착거동과 부착응력-슬립관계를 규명하였다. 총 6개의 실험체에 대하여 ANSYS V.14.0을 사용하여 유한요소해석을 수행하였으며, 파괴모드, 하중-변위곡선, 최대내력, 초기강성에 대해 실험결과와 비교하였다. 끝으로, AISC cold-formed steel structures 기준에 근거하여 세장비에 따른 좌굴응력값을 산정하였으며, 각 단면타입에 대한 좌굴응력값 및 보강효과를 비교하였다.