• Journal of the Korea Concrete Institute
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• v.22 no.3
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• pp.381-388
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• 2010

In this study, characteristics of the seismic response of the non-earthquake resistant reinforced concrete (RC) frame were identified. The test building is designed to withstand only gravity loads and not in compliance with modern seismic codes. Smooth bars were utilized for the reinforcement. Members are provided with minimal amount of stirrups to withstand low levels of shear forces and the core concrete is virtually not confined. Columns are slender and more flexible than beams, and beam-column connections were built without stirrups. Through the modeling of an example RC frame, the feasibility of the fiber elementbased 3D nonlinear analysis method was investigated. Since the torsion is governed by the fundamental mode shape of the structure under dynamic loading, pushover analysis cannot predict torsional response accurately. Hence, dynamic response history analysis is a more appropriate analysis method to estimate the response of an asymmetric building. The latter method was shown to be accurate in representing global responses by the comparison of the analytical and experimental results. Analytical models without rigid links provided a good estimation of reduced stiffness and strength of the test structure due to bond-slip, by forming plastic hinges closer to the column ends. However, the absence of a proper model to represent the bond-slip poased the limitations on the current inelastic analysis schemes for the seismic analysis of buildings especially for those with round steel reinforcements. Thus, development of the appropriate bond-slip model is in need to achieve more accurate analysis.

• Conservation Science in Museum
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• v.13
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• pp.13-22
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• 2012

The patterns for Jeogui and Pyeseul (patterns of the queen's ceremonial robe worn and a belt ornament covering knees in the front) as owned by National Museum of Korea were made in the early 20th century and both of them were colored on paper. Through a non-destructive analysis on pigments and dyes used on both the patterns, it was attempted to identify the coloring materials. As for the analysis of the coloring pigments, the XRF was used. As a result of the pigment analysis on the pattern for Jeogui, it is presumed that lead white was used for obtaining the white color, ink stick for black color, orpiment for yellow color, cinnabar and red lead for red color, copper and arsenical or a mixture of copper carbonate and orpiment for green color whereas brass seems to have been used for obtaining other colors. The pigments used for obtaining the colors of white, black, yellow and green on the pattern for Pyeseul are the same as those used on the pattern for Jeogui whereas the red pigments used on each of the two patterns are seen to be different. Although it may be difficult to identify the kinds of blue pigments that were used on the patterns for Jeogui and Pyeseul, a mixture containing lead white is presumed to be used as blue pigment. Also, as a result of the UV-Vis spectroscopic analysis performed on the blue hanji (traditional Korean paper) of the pattern for Jeogui, it was presumed to have been dyed with indigo.

• Journal of Korean Society of Steel Construction
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• v.16 no.4 s.71
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• pp.407-414
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• 2004

Bridges in common use are expected to have more varieties of load in their connected members and bolts than in construction. Faults in connection members or bolts occur so often according to the time flow. One of the purposes of this study is to find out the behavior and structural features of high-tension bolted joints with faults that are very difficult and cost much to find out through experimentation with finite element analysis. Another purpose of this study is to provide sufficient data, estimated experimental results, and the scheme of the test plate for an economical experimental study in the future. Surveys of bridges with a variety of faults and statistical classifications of their faults were performed, as was a finite element analysis of the internal stress and the sliding behavior of standard and defective bridge models. The finite element analysis of the internal stress was performed according to the interval of the bolt, the thickness of the plate, the distance of the edge, the diameter of the bolt, and the expansion of the construction. Furthermore, the analysis explained the sliding behavior of high-tension bolt joints and showed the geometric non-linear against the large deformation, and the boundary non-linear against the non-linear in the contact surface, including the material non-linear, to best explain the exceeding of the yield stress by sliding. A normally bolted high-tension bolt joint and deduction of bolt tension were also analyzed with the finite element analysis of bridge-sliding behavior.

• Journal of Korean Society of Steel Construction
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• v.25 no.5
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• pp.569-578
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• 2013

In a super-tall building construction, thick and large-sized embed plates are usually used to connect mega structural steel members to RC core wall or columns by welding a gusset plate on the face of the embed plate with T-shape. A large amount of heat input accumulated by weld passes causes the plates to expand or deform. In addition, the temperature of concrete around the plates also could be increased. Consequently, cracks and spalls occur on the concrete surface. In this study, the effect of weld heat on embed plates and 80MPa high strength concrete is investigated by considering weld position (2G and 3G position), edge distance, concrete curing time, etc. Measured temperature of the embed plates was compared with the transient thermal analysis results. Finally, push-out tests were performed to verify and compare the shear studs capacity of the embed plate with design requirement. Test result shows that the shear capacity of the plate is reduced by 14%-19% due to the weld heat effect and increased as the concrete curing time is longer.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.37 no.3
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• pp.549-559
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• 2017

The complementary relationship hypothesis for areal evapotranspirations was validated in the regional-scale area of multipurpose dam basins in Korea and the long-term water balances were indirectly identified. Annual actual evapotranspiration ($ET_A$) was assumed the difference between total annual precipitation and total annual inflow and the available moisture was assumed the total precipitation. The seasonally varying pan coefficient (kp) is estimated as the ratio of the $ET_{pan}$ and the evapotranspiration calculated by FAO Penman-Monteith equation ($ET_{PM}$). The complementary relationships using ground observation data of $ET_P$ and $ET_A$ in the multipurpose dam basins follow generally the typical pattern that $ET_P$ and $ET_A$ is complementary and converges to equivalent evapotranspiration ($ET_W$) under the extreme wet environment. However, $ET_A$ of Juam dam was estimated relatively greater than other basins and exceeds even $ET_P$ at certain range with high moisture availability, which can be understood as the results of possible over-estimation of precipitation or under-estimation of dam inflow. It is expected that the use of evapotranspiration complementary relationship for validating hydrological water balances will contribute to controlling uncertainties in estimating dam inflows during flood season in particular.

• Journal of Conservation Science
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• v.33 no.6
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• pp.431-442
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• 2017

The purpose of this study is to reveal that coloring status and the degree of damage and the kinds of pigments used in large buddhist painting (Gwaebultaeng) of Tongdosa temple using a scientific analysis methods. It was observed that the physical damage patterns of the Gwaebultaeng were folding, lifting, fading, and peeling. Lead red, cinnabar and organic pigments were used as red pigments. Malachite and atacamite were used as green pigments, azulite and lazulite were blue pigments, lead white and talc were white pigment. It is estimated that overlapping organic pigments on the lead white were used as the yellow pigment and carbon was the black pigment. Through the analysis of the particle status of the pigments, it was confirmed that different types of raw materials were used for the green pigment, and the crystal form was easily distinguishable. Also, the dark blue color and the light blue color differed from each other depending on the size and shape of the raw material particles. Yellow and purple colors were organic pigments which did not have a graininess. The yellow and purple colors were organic pigments free from the graininess, and the pigments of dark red pigments was found to be mixed with the orange color pigments and carbon particles.

• Environmental and Resource Economics Review
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• v.20 no.3
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• pp.595-628
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• 2011

This study investigates the issues and suggests reform measures in applying CV methods to the Korea Development Institute's (KDI's) Preliminary Feasibility Test (PFT) of public projects. Most public projects on culture, science and environment evaluated under the PFT system belong to the category of "nonstandard" projects whose outputs are non-marketed, and CV is currently the main tool used for their benefit estimation. A careful discussion and investigation is recommended for the selection of target population, payment vehicle, and number of payment times. Operating expert reviews, focus group interviews, and pre-tests is highly recommended to reduce the potential bias involved in the CV studies. A single or double bounded dichotomous choice format is the most popular design of questionnaire, but we identify several undissolved issues in designing and implementing the format. Some other forms of inducing WTPs may still deserve our consideration. Various specifications of the WTP function need to be tried and tested based on their stability, in particular. Employing a nonparametric approach is also recommended. Treatments of 0 or negative WTPs and protest bids are shown to be the most serious issues that affect the estimation results significantly. We review diverse measures of handling those issues and summarize their advantages and shortcomings.

• Journal of Korean Medical classics
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• v.13 no.2 s.17
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• pp.44-56
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• 2000

장개빈(張介賓)(1563-1640, 호시경악(號是景岳))시명말의학가이계승김원대의학전통적인물(是明末醫學家而繼承金元代醫學傳統的人物). 타재(他在) 류경도익(類經圖翼), 의역의(醫易義) 주장'의역동원'이논증의학여역학지회통성(主張'醫易同源'而論證醫學與易學之會通性). 타이성리학이론내연구의학(他以性理學理論來硏究醫學). 인이피칭위'유의'(因而被稱爲'儒醫'). 타광범지연구유가급제자백가지후(他廣範地硏究儒家及諸子百家之後), 이(以) 황제내경(黃帝內經) 여(與) 난경 위주(難經 爲主). 종합의가학설(綜合醫家學說). 타이(他以) '양상부족음본무여'지관념내설명인체내음양상태('陽常不足陰本無餘'之觀念來說明人體內陰陽狀態) 이반박주진형지자음론(而反駁朱震亨之滋陰論). 인이주장'부양억음'급'태극시명문'적학설(因而主張'扶陽抑陰'及'太極是命門'的學說). 타재(他在) 의역의(醫易義) 이부양억음내해설병리(以扶陽抑陰來解說病理). 관어태극-명문적론의야수성리학태극개념적영향(關於太極-命門的論議也受性理學太極槪念的影響). 단시(但是), 소위(所謂) '조원찬화'('調元贊化') '기사회생'적의학목적시속어도교양생론('起死回生'的醫學目的是屬於道敎養生論). 관어차점(關於此點), 연피칭위유의적성리학의가야병부예외(連被稱爲儒醫的性理學醫家也竝不例外). 일반인위 황제내경 시재전국 한대초기형성적(一般認爲 黃帝內經 是在戰國 漢代初期形成的). 야인위기의학체계반영저황로사상여음양오행론(也認爲其醫學體系反映著黃老思想與陰陽五行論). 장개빈수재성리학적립장내주장자기적이론(張介賓雖在性理學的立場來主張自己的理論). 단시대폭지접수도가급도교립장(但是大幅地接受道家及道敎立場). 타재(他在) 류경도익(類經圖翼), 태극도론(太極圖論), 이태극성위만물생명적근원(以太極成爲萬物生命的根源). 동시언급도도가여역위(同時言及到道家與易緯). 재장개빈(在張介賓), 태극시상통어도가발생론적개념(太極是相通於道家發生論的槪念). 야상통어태극적개념(也相通於太極的槪念). 재(在) 유경(類經), 섭생(攝生) 내간(來看). 타제요로장이외(他除了老莊以外). 우인용송대이후내단사상가강백단 이도순등적주장(又引用宋代以後內丹思想家强伯端 李道純等的主張), 인이전개자기적이론(因而展開自己的理論). 필자시위(筆者視爲), 장개빈재의학적양생방면상접수료이'성명쌍수'위기적송대이후내단사상(張介賓在醫學的養生方面上接受了以'性命雙修'爲基的宋代以後內丹思想). 병차타이연단적관점내이해부양억음(竝且他以煉丹的觀點來理解扶陽抑陰). 신위유의적장개빈능구장유도량자회통위일조의학체계적의거재어역학.(身爲儒醫的張介賓能구將儒道兩者會通爲一條醫學體系的依據在於易學). 장개빈재천인상응관념지하(張介賓在天人相應觀念之下), 용이음양변화지기구내변증천인관계(用以陰陽變化之機構來辨證天人關係). 재타적이론(在他的理論), 천지시속어 역(天地是屬於 易), 인시속어 의(人是屬於 醫), 단시양자귀위동일양적일리(但是兩者歸爲同一樣的一理). 재'원취제물(在'遠取諸物), 근취제신'적관점내강(近取諸身'的觀點來講), 타장'근취제신'적도리취어의학(他將'近取諸身'的道理取於醫學). 환유'원취제물'적도리취어역학(還有'遠取諸物'的道理取於易學), 인이모구귀납성일개원리(因而謀求歸納成一個原理). 타장자연현상적원리내재어인지생명(他將自然現象的原理內在於人之生命), 종여차정체적각도내간(從如此整體的角度來看). 가이설의학시상통어역학적(可以說醫學是相通於易學的). 역학대인여자연간적탐구(易學對人與自然間的探求), 비교측중어이론성(比較側重於理論性). 반이의학이역학이론위자(反而醫學以易學理論爲資). 관어자연여인지생명진일보지진행교구체성적연구(關於自然與人之生命進一步地進行較具體性的硏究). 총지(總之), 장개빈통과태극음양론(張介賓通過太極陰陽論), 부분유 도이참재'생명'적립장(不分儒 道而站在'生命'的立場), 광범지접납유도양가(廣範地接納儒道兩家). 유차(由此) 아문가이여도장개빈의서적가치병부한어의학가치(我們可以如道張介賓醫書的價値竝不限於醫學價値). 장개빈의서제시유 도량가가이회통어"생명사상"적철학상가능성(張介賓醫書提示儒 道兩家可以會通於"生命思想"的哲學上可能性).

• Journal of Korean Society of Steel Construction
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• v.27 no.3
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• pp.347-357
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• 2015

In this study, an experimental study was performed to evaluate the concrete breakout strength of unreinforced cast-in-place anchors by seismic qualification test under shear loading. The CIP anchors tested herein were 30mm in diameter with an edge distance of 150mm and an embedment depth of 240mm in uncracked and cracked concrete. The cracked specimen consisted of orthogonal and parallel crack to the loading direction, respectively. The dynamic loading sequence during the seismic qualification test was determined based on CSA N287.2, ACI 355.2 and ETAG 001 codes. After the dynamic loading, the static loading was applied until failure occurs. The shear resistance by seismic qualification tests showed almost the same strength as that obtained from the static tests in uncrcaked and cracked concrete, respectively. Meanwhile, the breakout depth did not reach $8d_0$, therefore the modified strength equation of ACI 318-11 could estimate properly the concrete breakout strength, which does not consider effective bearing length.

• Journal of the Korea Concrete Institute
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• v.15 no.2
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• pp.335-343
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• 2003

In the previous experimental study, it is verified that the ultimate strain of concrete (${\varepsilon}$$_{cu}$=0.003) and coefficient of equivalent stress block (${\beta}$$_1$) can be used for the analysis of RC beams under biaxial and uniaxial bending moment. However, the characteristics of stress distribution of non rectangular compressed area in the RC columns are different to those of rectangular compressed area. The properties of compressive stress distribution of concrete have minor effect on the pure bending moment such as beams, but for the columns subjected to combined axial load and biaxial bending moment, the properties of compressive stress distribution are influencing factors. Nevertheless, in ACI 318-99 code, the design tables for columns subjected to axial loads with bidirectional eccentricities are based on the parameters recommended for rectangular stress block(RSB) of rectangular compressed areas. In this study the characteristics of stress distribution through both angle and depth of neutral axis are observed and formulated rationally. And the modified parameters of rectangular stress block(MRSB) for non rectangular compressed area is proposed. And the computer program using MRSB for the biaxial bending analysis of RC columns is developed and the results of MRSB are compared to RSB and experimental results respectively.