• 복식
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• 제58권6호
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• pp.12-23
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• 2008

This study reports the costume changes and the factors of the changes from stone status in joseon dynasty. It can be summarized as follows: First, the artisan for the statues is one of the most important factors for the costume changes. The artisans who were involved in building the King's tomb were also made the stone statues for scholars' tombs. This results in that the style of the King's tomb influenced the costumes of stone statues for scholars' tombs. Some craftsmen who were buddhist monks also influenced the introduction of buddhist arts. Second, the stone statues are classified into 3 types according to the dead's social position: the civil officer statues, the military official statues, and the servant statues are installed for the civil officer, the military officers, and others, respectively. This principle was applied well. However, the civil official statues are mainly installed in late joseon dynasty because the civil officers are socially preferred to the military officers in late joseon dynasty. Third, there are two types of civil officer statues; Gongbok type and jobok type. Civil officer statues of Gongbok type were mainly installed in early joseon dynasty and civil officer statues of jobok type were begun to be installed in the early 16th century. Civil officer statues of Gongbok type were fade out after the late 17th century. Fourth, there are three reasons why civil officer statues of jobok type were installed at the officers's tombs 270 years earlier than at the Kings' tombs: 1) Introduction of Daemyunghoejeon and its application, 2) an establishment of a system that requires to prepare jobok individually, and 3) self-confidence of scholars' class on political and cultural maturity.

• Steel and Composite Structures
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• 제12권1호
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• pp.31-51
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• 2012

Local buckling can be ignored for hot-rolled ordinary strength steel equal angle compression members, because the width-to-thickness ratios of the leg don't exceed the limit value. With the development of steel structures, Q420 high strength steel angles with the nominal yield strength of 420 MPa have begun to be widely used in China. Because of the high strength, the limit value of the width-to-thickness ratio becomes smaller than that of ordinary steel strength, which causes that the width-to-thickness ratios of some hot-rolled steel angle sections exceed the limit value. Consequently, local buckling must be considered for 420 MPa steel equal angles under axial compression. The existing research on the local buckling of high strength steel members under axial compression is briefly summarized, and it shows that there is lack of study on the local buckling of high strength steel equal angles under axial compression. Aiming at the local buckling of high strength steel angles, this paper conducts an axial compression experiment of 420MPa high strength steel equal angles, including 15 stub columns. The test results are compared with the corresponding design methods in ANSI/AISC 360-05 and Eurocode 3. Then a finite element model is developed to analyze the local buckling behavior of high strength steel equal angles under axial compression, and validated by the test results. Following the validation, a finite element parametric study is conducted to study the influences of a range of parameters, and the analysis results are compared with the design strengths by ANSI/AISC 360-05 and Eurocode 3.

• 패션비즈니스
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• 제17권4호
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• pp.22-39
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• 2013

This thesis aims to investigate the characteristics of the civil costume in Netherlands women and the way how the civil culture was reflected on these by analyzing the women's costume depicted in the works of the Johannes Vermeer regarded as the representative painter of Netherlands in 17th century. The method of study was to select 24 pieces of Vermeer's works among the 30 pieces, and were analyzed in detail. These were approved to be common civil costumes by researching the works of other painters in that era on the other hand. The result shows that the civil costume of Netherlands women from 1653 until 1675 was in the simple form of two pieces dress, and minimal decorations with simple hair style and headdress would take the constitution of the frugality, chastity and practicality as the mainstream, along with using the red, yellow and blue as the primary three colors on to the costumes. These characteristics might be ascribed to the Netherlands civil culture influenced by the Calvinism that emphasized the frugality and chastity, denouncing the luxury with supporting the religion and morality. This trend was also noted in the men's costume, giving evidence of the intimate relationship between the costume, religion and civil culture. This thesis might be a help to elucidate the relationship between the costume and cultural society, and be a affordable tools to study the contemporary costume.

• 한국산학기술학회논문지
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• 제10권9호
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• pp.2492-2500
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• 2009

본 연구에서는 베트남전 참전 군인 중 고엽제 후유(의)증 환자와 한국전쟁 참전 상이군인을 대상으로 전반적인 심리적 특성을 파악하기 위해 로샤 검사를 실시하고 반응결과를 한국전 참전 재향 군인 집단과 비교분석하였다. 이를 위해 베트남 참전 군인 중 고엽제 후유의증 환자 20명과 한국전쟁 참전 재향군인 21명을 대상으로 개별적으로 로샤 검사를 실시했다. 각각의 변인들을 Exner 종합체계(2006)의 구조적 요약의 대표적 군집들을 중심으로 비교분석하였다. 즉 핵심영역, 반응결정인, 결정적 특수지표에서의 차이를 비교분석하였다. 그 결과 베트남 참전 집단은 6.25 참전집단에 비해 (1)인지적 경직성 (2) 문제해결에 있어서의 비효율성, (3)정서억압 (4)과잉경계 (5)불안 (6)우울 등의 가능성이 더 높은 것으로 나타내었다. 이러한 결과들은 베트남전쟁 참전 재향군인에서 과거 전쟁 경험에서의 정신적 외상과 관련된 후유증이 지속되고 있을 가능성을 보여주는 것이다. 마지막으로 본 연구의 제한점과 시사점에 대해 논의하였다.

• Smart Structures and Systems
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• 제6권5_6호
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• pp.439-459
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• 2010

Structural health monitoring (SHM) of civil infrastructure using wireless smart sensor networks (WSSNs) has received significant public attention in recent years. The benefits of WSSNs are that they are low-cost, easy to install, and provide effective data management via on-board computation. This paper reports on the deployment and evaluation of a state-of-the-art WSSN on the new Jindo Bridge, a cable-stayed bridge in South Korea with a 344-m main span and two 70-m side spans. The central components of the WSSN deployment are the Imote2 smart sensor platforms, a custom-designed multimetric sensor boards, base stations, and software provided by the Illinois Structural Health Monitoring Project (ISHMP) Services Toolsuite. In total, 70 sensor nodes and two base stations have been deployed to monitor the bridge using an autonomous SHM application with excessive wind and vibration triggering the system to initiate monitoring. Additionally, the performance of the system is evaluated in terms of hardware durability, software stability, power consumption and energy harvesting capabilities. The Jindo Bridge SHM system constitutes the largest deployment of wireless smart sensors for civil infrastructure monitoring to date. This deployment demonstrates the strong potential of WSSNs for monitoring of large scale civil infrastructure.

• Smart Structures and Systems
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• 제6권5_6호
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• pp.423-438
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• 2010

Wireless smart sensors enable new approaches to improve structural health monitoring (SHM) practices through the use of distributed data processing. Such an approach is scalable to the large number of sensor nodes required for high-fidelity modal analysis and damage detection. While much of the technology associated with smart sensors has been available for nearly a decade, there have been limited numbers of fulls-cale implementations due to the lack of critical hardware and software elements. This research develops a flexible wireless smart sensor framework for full-scale, autonomous SHM that integrates the necessary software and hardware while addressing key implementation requirements. The Imote2 smart sensor platform is employed, providing the computation and communication resources that support demanding sensor network applications such as SHM of civil infrastructure. A multi-metric Imote2 sensor board with onboard signal processing specifically designed for SHM applications has been designed and validated. The framework software is based on a service-oriented architecture that is modular, reusable and extensible, thus allowing engineers to more readily realize the potential of smart sensor technology. Flexible network management software combines a sleep/wake cycle for enhanced power efficiency with threshold detection for triggering network wide operations such as synchronized sensing or decentralized modal analysis. The framework developed in this research has been validated on a full-scale a cable-stayed bridge in South Korea.

• Advances in concrete construction
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• 제14권3호
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• pp.169-183
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• 2022

In this article, vibrational behavior and wave propagation characteristics in (FG) functionally graded plates resting on Kerr foundation with three parameters is studied using a 2D dimensional (HSDT) higher shear deformation theory. The new 2D higher shear deformation theory has only four variables in field's displacement, which means has few numbers of unknowns compared with others theories. The shape function used in this theory satisfies the nullity conditions of the shear stresses on the two surfaces of the FG plate without using shear correction factors. The FG plates are considered to rest on the Kerr layer, which is interconnected with a Pasternak-Kerr shear layer. The FG plate is materially inhomogeneous. The material properties are supposed to vary smoothly according to the thickness of the plate by a Voigt's power mixing law of the volume fraction. The equations of motion due to the dynamics of the plate resting on a three-parameter foundation are derived using the principle of minimization of energies; which are then solved analytically by the Navier technique to find the vibratory characteristics of a simply supported plate, and the wave propagation results are derived by using the dispersion relations. Perceivable numerical results are fulfilled to evaluate the vibratory and the wave propagation characteristics in functionally graded plates and some parameters such wave number, thickness ratio, power index and foundation parameters are discussed in detail.

• Structural Engineering and Mechanics
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• 제89권2호
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• pp.103-119
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• 2024

The present research investigates the thermodynamically bending behavior of FG sandwich plates, laying on the Winkler/Pasternak/Kerr foundation with various boundary conditions, subjected to harmonic thermal load varying through thickness. The supposed FG sandwich plate has three layers with a ceramic core. The constituents' volume fractions of the lower and upper faces vary gradually in the direction of the FG sandwich plate thickness. This variation is performed according to various models: a Power law, Trigonometric, Viola-Tornabene, and the Exponential model, while the core is constantly homogeneous. The displacement field considered in the current work contains integral terms and fewer unknowns than other theories in the literature. The corresponding equations of motion are derived based on Hamilton's principle. The impact of the distribution model, scheme, aspect ratio, side-to-thickness ratio, boundary conditions, and elastic foundations on thermodynamic bending are examined in this study. The deflections obtained for the sandwich plate without elastic foundations have the lowest values for all boundary conditions. In addition, the minimum deflection values are obtained for the exponential volume fraction law model. The sandwich plate's non-dimensional deflection increases as the aspect ratio increases for all distribution models.

• 공학교육연구
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• 제13권6호
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• pp.152-163
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• 2010

토목공학은 사회와 인류 발전에 필요한 사회기반시설물의 건설과 관리를 주로 담당해 왔던 학문이기 때문에 고대 사회로부터 지속적으로 발전해 왔지만 그 변화의 속도나 첨단기술 도입의 측면에서는 다소 보수적인 측면이 있다. 또한 사회 인프라 전반을 다루기 때문에 구조, 지반, 수공, 환경, 측량, 건설관리 등과 같은 매우 광범위한 분야를 포함하게 된다. 주로 시장의 이익을 주요 목적으로 하는 제조업 기반의 학문 분야들, 예컨대 기계공학, 화학공학, 재료공학과는 다른 특성을 갖게 된다. 따라서 타 공학전공 분야에서 활용되고 있는 종합설계 개념을 공공기반의 이익을 목적으로 하는 토목공학 분야에 그대로 적용하는 데 는 다소 문제가 있을 수 있다고 본다. 그러므로 본 논문에서는 현재 연세대학교 사회환경시스템공학부에서 운영하고 있는 종합 설계과목의 교육내용과 변화, 그리고 운영방식을 소개.설명하여 토목공학 분야에 적합한 종합설계과목의 운영방법을 논의하고자 한다. 또한 학부 수강생들의 강의 평가결과 및 학습성과를 분석하여 개선된 종합설계과목의 타당성을 객관적으로 평가하고자 하였다.

• Wind and Structures
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• 제27권4호
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• pp.247-254
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• 2018

In this paper, a simple first-order shear deformation theory is presented for dynamic behavior of functionally graded beams. Unlike the existing first-order shear deformation theory, the present one contains only three unknowns and has strong similarities with the classical beam theory in many aspects such as equations of motion, boundary conditions, and stress resultant expressions. Equations of motion and boundary conditions are derived from Hamilton's principle. Analytical solutions of simply supported FG beam are obtained and the results are compared with Euler-Bernoulli beam and the other shear deformation beam theory results. Comparison studies show that this new first-order shear deformation theory can achieve the same accuracy of the existing first-order shear deformation theory.