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Analytical Model for Shear Strength of RS Hybrid Steel Beams with Reinforced Concrete Ends (단부 RC조와 중앙부 철골조로 이루어진 RS 보의 전단강도예측을 위한 해석모델)

  • 김욱종;문정호;이리형
    • Journal of the Korea Concrete Institute
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    • v.13 no.6
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    • pp.602-609
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    • 2001
  • A strut-and-tie model was proposed to predict the shear strength of RS beam which is a hybrid steel beam with reinforced concrete ends. The proposed model is capable of considering the concrete softening effects due to diagonal shear cracks at the embedded area of steel in concrete. It can predict tile failure strength of RS beam from the mathematical formulations which are based on equilibrium, compatibility, and the constitutive laws of cracked reinforced concrete. The previous experimental results of 15 RS beams were analyzed with the proposed model and the analytical results were also compared with formulas currently available. The comparison revealed that the proposed model can predict the strength of RS beam better than the others. The average ratio of experimental strengths to analytical results was 1.02 and the standard deviation was 0.126.

A Study on the Trend of New Town Planning of Malaysia (말레이시아 신도시 주거단지 개발 경향 연구)

  • Ju, Seo-Ryeung;Choi, Yun-Kyung;Lee, Li-Na
    • Journal of the Korean housing association
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    • v.21 no.5
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    • pp.103-113
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    • 2010
  • The post-war period has witnessed the emergence of new towns in a number of countries in Southeast Asia. The new town development in Malaysia started with Petaling Jaya (PJ) as a satellite town in 1953 to accommodate the rapid growing population of Kuala Lumpur (KL). Shah Alam (SA), Subang Jaya (SJ) are all located in the Klang Valley and act as an important social and economic development hub in the nation. New towns have been designed in accordance with the British town planning principles, which were based on the model of a modern ideal city. They constituted a new regional character because they were developed taking into consideration factors such as local technologies as well as site and, climatic conditions. The initial goal of the new town construction and planning, which focused basically on resettling squatters, was later changed to focus on the improvement of the quality of living. This phenomenon was related to the emergence of the middle class, which had grown rapidly ever since. With the public agencies, the private sectors have played an important role in providing viable and sustainable human units of settlement that address the new design issues of new town planning. The goal of this study is to identify the identity of the recent new town planning principles of Malaysia, how they were developed over time and how they were regionalized and transformed in a cultural and regional context. For the analysis, we chose 3 new towns which are located in Klang Valley and which are representative recent projects of two major housing development companies in Malaysia. To identify the planning principles, we analyzed these projects in the viewpoint of the urban space, street system, and housing blocks and units.

Studies on Amino Acid Composition of Korean Foods ( I ) (Amino Acid Composition of Rice Varieties Recommended to Raise) (한국 식품중의 아미노산 조성에 관한 연구 ( I ) (쌀 다수확 장려품종의 아미노산 조성))

  • Kim, Eul-Sang;Im, Kyung-Ja;Park, Hoon;Chun, Sung-Kyu
    • Korean Journal of Food Science and Technology
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    • v.10 no.4
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    • pp.371-375
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    • 1978
  • The analysis on the amino acid composition of rice varieties including one Japonica line(Jinheung) and five other Indica-Japonica breedings (Tongil, Suwon, Iri, Ushin, Milyang) recommended to raise, have been carried out to evaluate the quality and quantity of protein of them. 1) The protein contents of 5 breedings showing higher than 8.16% of Jinheung were 9.63% in 23-Milyang, 9.45% in 326-Iri, 9.36% in 264-Suwon, 8.88% of Ushin and 8.77% of Tongil. 2) The gram of total essential amino acid per gram of total nitrogen (E/T ratio) have been 2.11 in Iri, 2.10 in Tongil, 2.04 in Suwon, 2.01 in Ushin, 1.92 in Milyang and 1.83 in Jinheung. 3) The chemical scores of proteins (A/E) were 84.8 in Tongil, 83.2 in Suwon, 80.8 in Ushin, 78.4 in Iri, 89.5 in Milyang and 94.9 in Jinheung. 4) The most limiting amino acid in Jinheung was isoleucine, while that in Tongil, Suwon, Ushin, Iri and Milyang was lysine.

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Geological Survey in a Construction Area of Taegu-Pohang Highway (대구-포항간 고속도로 7공구의 지질조사 연구)

  • 이병주;선우춘;한공창
    • Tunnel and Underground Space
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    • v.10 no.4
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    • pp.497-505
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    • 2000
  • The surveyed area is mainly distributed by the sedimentary rocks, tuffs, and esites in Cretaceous age and acidic and basic dikes are intruded in these rocks. The principle discontinuities are represented by beddings, joints and faults. The trends of the beddings of sedimentary rocks develop as E-W direction in the start area. However, they are gradually bending and finally their trends are N-S direction in terminal area. In the sedimentary rocks the 3∼4 joint sets are distributed and in dikes joints are more scattered. The majority of joints are highly dipped. Sampo fault which has NE-SW trend makes a valley and NW trending normal faults are well developed at 50k+600 to 51k+000 area. During the construction of tunnel the orientation of discontinuities will not significantly influence on the stability of excavation. Since the rock mass is extensively jointed, the overbreak in tunnel wall may be placed.

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Seasonal Occurrence of Tetranychus kanzawai and Control Efficacy of Alternate Use of Natural Enemy and Miticide in Rubus coreanus Field (복분자딸기에서 차응애의 발생소장과 천적과 살비제 교호사용의 방제효과)

  • Lim, Ju-Rak;You, Jin;Cheong, Seong-Soo;Choi, Dong-Chil;Hwang, Chang-Yeon
    • Korean journal of applied entomology
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    • v.49 no.3
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    • pp.233-239
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    • 2010
  • Seasonal occurrence and suitable time of control of Tetranychus kanzawai along with the control efficacy of the alternative use of natural predator and miticide was investigated in Rubus coreanus (Miquel). T. kanzawai appeared in late May with its peak between June and July, and decreased after August in R. coreanus. In Iksan, T. kanzawai estimates show peaks 2~4 times per year during the investigation periods from 2006 to 2008 in R. coreanus fields. Suitable time of control of T. kanzawai was in early to mid May. And control effects of T. kanzawai was improved with an alternated control plot, treating miticides in early-occurrence of T. kanzawai and then releasing the natural predator (Phytoseiulus persimilis Anthias-Henriot). Also, the yields of R. coreanus was highest in the alternated control plot of 638kg/10a compared to non-treatment of 559kg/10a.

Compressive Strength of Horizontal Joints in Precast Concrete Large Panel System (대형 콘크리트 패널구조 수평접합부의 지지력 성능에 관한 연구)

  • 서수연;정봉오;이원호;이리형
    • Magazine of the Korea Concrete Institute
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    • v.6 no.2
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    • pp.138-147
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    • 1994
  • The compressive strength of horizontal joints in precast concrete large panel structures depends on parameters such as grout and panel strength, detail of joint, joint moment, width of grout column, and etc. 44 specimens were tested to investigate the effects of parameters that influence the compressive strength of horizontal joints. The design formula specified in Korean Cock for compression horizontal joints must be reviewed, because it was based on the test results of the joint types not used in Korea. In this study comparing the test results, there fore, the validity of the design formulas was evaluated and a suitable formula was proposed to predict the ultimate strengths of compression horizontal joints. The increase of ultimate strengths was not observed, even if confined the horizontal displacement of slabs and reinforced the wall edge, when the grout strength is lower than panel strength. From the comparison of test results and those by the proposed formula, it was shown that proposed formula was suitable to predict the ultimate compressive strength of horizontal joints.

Shear Strength of the Vertical Joints in Precast Concrete Large Panel Structures (대형 콘크리트 판넬구조의 수직접합부 전단강도에 관한 연구)

  • 서수연;이원호;이리형
    • Magazine of the Korea Concrete Institute
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    • v.6 no.1
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    • pp.111-119
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    • 1994
  • The strength of vertical joints of precast concrete large panel structures depends on the many factors, such as the bond strength of grout concrete (or mortar), the interlocking of the shear keys, the dowel action of horizontal bars. Many experimental studies have been conducted to in vestigate the shear strength of the vertical joints. In domestic, a few design formulas to predict shear strength of the vertical joint were proposed by some investigators, but formulas were based on limited experimental results. The objective of this paper is to propose a suitable formula for the shear strength of vertical joints with 94 vertical joints experimental data using the modified Mohr-Coulomb's 4ield theory and regression analysis. From the comparison of the proposed formula with others, it is shown that the proposed formula can be used economically for the design of vertical joints.

The Case Study on the Commercial Space with Space Collaboration -Through 4 Case Studies in Heyri Village - (공간 콜래보레이션이 적용된 상업공간사례 검토 -헤이리 마을의 4사례 검토를 통하여-)

  • Shin, Jee-Hyun;Shin, Kyung-joo
    • Korean Institute of Interior Design Journal
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    • v.24 no.3
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    • pp.15-29
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    • 2015
  • Social and cultural impact of postmodernism in the seek for diversity and to respect the individual's personality and character was the center of human-centered thinking. This also affects the design area, as well as architecture, interior design. It is because of interactive interior design that reflects the lives and relationships with people. Thus, in modern society, people to meet the diverse needs have created a third space. Today's commercial space in the flow to a variety of users and is trying to provide comfort. To go to stores often offer lifestyle and proceeding to the next stage of life. Space for the creative force is trying to become getting better space. Collaboration is refer to phenomenon that two or more objects meet to collaborate. Collaboration is can be classified of space, art, low/high, high concept and star collaboration. And this study has been studied mainly collaboration. Space collaboration is can be classified of experiential, the third space, brand passes and landmark. Space collaboration elements rearranged to the standards of interior design theory, analysis, and marketing of space, commercial space, with previous studies of the spatial elements were extracted. The purpose of this study in the field of interior design space analysis method for the verification of collaboration theory is that to develop. Thus, the space collaboration has been developed to fit the field of interior design, and commercial interior spaces will be helpful for applying.

Research on Areal Interpolation Methods and Error Measurement Techniques for Reorganizing Incompatible Regional Data Units : The Population Weighted Interpolation (지역 자료의 공간 단위 재구성 기법 및 에러 검증 : 인구가중치 내삽법)

  • Shin, Jung-Yeop
    • Journal of the Korean association of regional geographers
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    • v.10 no.2
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    • pp.389-406
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    • 2004
  • with the increasing popularity of regional studies, the importance of regional data has been recognized dramatically in recent years. However, due to potential problems from the intrinsic characteristics of aggregate regional data for the research, and incompatible regional units between source and target regional data units, the method for reorganizing the regional data units for a given research analysis should be required. In this regard, the purpose of this research is to review the significant interpolation methods for reorganizing the data units and, based on it, to propose the population weighted interpolation method. For the first purpose, areal weighted interpolation method, pycnophylactic method, dasymetric method, area-to-point method were reviewed. The proposed population-weighted interpolation method was applied to the case study of population census regional data in Erie County, NY, compared with areal weighted interpolation method, pycnophylactic method in terms of several statistical characteristics.

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The Comparison of the Stability of a Container Crane according to various Wind Load Design Codes (풍하중 설계 기준에 따른 컨테이너 크레인의 안정성 비교)

  • Lee Seong-Wook;Shim Jae-Joon;Han Dong-Seop;Han Geun-Jo;Kim Tae-Hyung
    • Journal of Navigation and Port Research
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    • v.29 no.6 s.102
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    • pp.561-566
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    • 2005
  • This study was carried out to amlyze and compare the stability of a 50ton container crane according to various wind load design codes. The wind load was evaluated according to 'The Specification of Port Facilities and Equipments / Specification for the design of crane structures (KS A 1627)' and 'Load Criteria of Building Structures' effected by the ministry of construction & transportation And the uplift forces qf a container crane under this wind load were estimated by amlyzing reaction forces at each supporting point and compared each other. From this study, we noticed that the design wind velocity criteria need to be defined specifically when the wind load is evaluated to design a container crane. And we verified the necessity of the estimation of the uplift forces at each supporting point to analyze a structural stability of a container crane and the maximum compressive force in order to consider the stability of the ground foundation of the berth.