18 research outputs found

    Structural Performance of Autoclaved Lightweight Concrete Masonry Walls subjected to Cyclic Lateral Loading

    Get PDF
    ํ•™์œ„๋…ผ๋ฌธ (์„์‚ฌ)-- ์„œ์šธ๋Œ€ํ•™๊ต ๋Œ€ํ•™์› : ๊ณต๊ณผ๋Œ€ํ•™ ๊ฑด์ถ•ํ•™๊ณผ, 2019. 2. ๋ฐ•ํ™๊ทผ.ALC (Autoclave lightweight concrete)๋Š” ๊ณ ์˜จ ๊ณ ์•• ์ฆ๊ธฐ ์–‘์ƒ ๊ณผ์ •์„ ํ†ตํ•ด ์ œ์ž‘๋œ ๊ธฐ์„ฑ์ฝ˜ํฌ๋ฆฌํŠธ์ด๋‹ค. ALC ๋ฌผ๋ณด๋‹ค ๊ฐ€๋ณ๊ธฐ ๋•Œ๋ฌธ์— ์ผ๋ฐ˜ ๋ธ”๋ก๋ณด๋‹ค ์‹œ๊ณตํ•˜๊ธฐ๊ฐ€ ์‰ฝ๊ณ , ๋‚ด๋ถ€์— ๊ธฐ๊ณต์ด ๋งŽ์•„ ๋‹จ์—ด์„ฑ๋Šฅ๋„ ์šฐ์ˆ˜ํ•˜๋‹ค. ๋…์ผ์—์„œ๋Š” ์„ธ๊ณ„2์ฐจ๋Œ€์ „ ์ดํ›„, ์ฃผํƒ๋ณต๊ตฌ์— ALC๊ฐ€ ๋„๋ฆฌ ์‚ฌ์šฉ๋˜์—ˆ๊ณ , ์œ ๋Ÿฝ์„ ์ค‘์‹ฌ์œผ๋กœ ์—ฌ๋Ÿฌ๋‚˜๋ผ์—์„œ ๋งŽ์ด ์‚ฌ์šฉํ•˜๊ฒŒ ๋˜์—ˆ๋‹ค. ํ˜„์žฌ ์šฐ๋ฆฌ๋‚˜๋ผ์—์„œ๋„ ๋†’์€ ์‹œ๊ณต์„ฑ๊ณผ ์šฐ์ˆ˜ํ•œ ๋‹จ์—ด ์„ฑ๋Šฅ์œผ๋กœ ์†Œ๊ทœ๋ชจ ์ฃผํƒ์—์„œ ๊ตฌ์กฐ์žฌ๋กœ ์‚ฌ์šฉ๋˜๊ณ  ์žˆ๋‹ค. ๊ฒฝ์ฃผ ์ง€์ง„๊ณผ ํฌํ•ญ ์ง€์ง„์ด ๋ฐœ์ƒํ•œ ์ดํ›„, ์šฐ๋ฆฌ๋‚˜๋ผ์—์„œ๋Š” ๋‚ด์ง„ ๋ฒ•๊ทœ๊ฐ€ ๊ฐ•ํ™”๋˜์—ˆ๊ณ , ALC ๊ฑด๋ฌผ ๋˜ํ•œ ๋‚ด์ง„ ๋ฒ•๊ทœ๋ฅผ ์ ์šฉ๋Œ€์ƒ์ด ๋˜์—ˆ๋‹ค. ํ˜„์žฌ ์šฐ๋ฆฌ๋‚˜๋ผ์—๋Š” ๋‚ด์ง„๊ณผ ๊ด€๋ จ๋œ ALC ๊ธฐ์ค€์€ ์—†๊ณ , ALC์— ๋Œ€ํ•œ๊ตฌ์กฐ์  ์‹คํ—˜๊ณผ ์—ฐ๊ตฌ๊ฐ€ ๊ฑฐ์˜ ์—†์—ˆ๋‹ค. ๋”ฐ๋ผ์„œ ๊ตญ๋‚ด ALC ๊ฑด๋ฌผ์ด ์–ด๋Š์ •๋„์˜ ๋‚ด์ง„๋Šฅ๋ ฅ์„ ๊ฐ–๊ณ  ์žˆ๋Š”์ง€ ์˜ˆ์ธกํ•˜๊ธฐ๋Š” ํž˜๋“ค๋‹ค. ๋”ฐ๋ผ์„œ ๋ณธ ์—ฐ๊ตฌ์—๋Š” ALC ์žฌ๋ฃŒ, ํ•ฉ์„ฑ๋ถ€์žฌ, ์‹คํ—˜์„ ํ†ตํ•˜์—ฌ ์žฌ๋ฃŒ์˜ ์„ฑ๋Šฅ๋ถ€ํ„ฐ ๋ฒฝ์ฒด์˜ ์„ฑ๋Šฅ๊นŒ์ง€ ๊ฒ€์ฆํ•˜์˜€๊ณ , ์ด๋ฅผ ๊ตญ์™ธ๊ธฐ์ค€(ACI 523.4R)๊ณผ ๋น„๊ตํ•˜์˜€๋‹ค. ๋˜ํ•œ ALC์˜ ๋‚ฎ์€ ์ธ์žฅ๊ฐ•๋„๋ฅผ ๋ณด์™„ํ•˜๊ณ  ๋‚ด์ง„์„ฑ๋Šฅ์„ ๋†’์ด๊ธฐ ์œ„ํ•ด์„œ, ์œ ๋ฆฌ์„ฌ์œ ๋ฅผ ๋ณด๊ฐ• ๋”ฐ๋ฅธ ์„ฑ๋Šฅํ‰๊ฐ€๋ฅผ ๋ณ‘ํ–‰ํ•˜์—ฌ ์ง„ํ–‰ํ•˜์˜€๋‹ค. ๊ทธ ๊ฒฐ๊ณผ, ๊ธฐ๋ณธ์ ์ธ ์žฌ๋ฃŒ์˜ ๊ฐ•๋„, ๋‚ด์ง„์„ฑ๋Šฅ์„ ๋งŒ์กฑํ•˜๊ธฐ ์œ„ํ•œ ์ˆ˜์ง์ฒ ๊ทผ ๋ณด๊ฐ•๋ฒ•, ์œ ๋ฆฌ์„ฌ์œ  ๋ณด๊ฐ•๋ฒ•์„ ํ™•์ธ ๋ฐ ์ œ์•ˆ ํ•  ์ˆ˜ ์žˆ์—ˆ๊ณ , ์œ ๋ฆฌ์„ฌ์œ ๋ณด๊ฐ•์ด ๋ฒฝ์ฒด์˜ ์ „๋‹จ๊ฐ•๋„์— ๋ฏธ์น˜๋Š” ํšจ๊ณผ๋„ ํ™•์ธ ํ•  ์ˆ˜ ์žˆ์—ˆ๋‹ค. ๋ณธ ์—ฐ๊ตฌ๋Š” ์œ ๋ฆฌ์„ฌ์œ  ๋ณด๊ฐ•์ด ALC๋ฒฝ์ฒด์˜ ์ „๋‹จ๊ฐ•๋„์— ๋ฏธ์น˜๋Š” ์˜ํ–ฅ์„ ํ‰๊ฐ€ํ•˜๊ณ , ๋ณด๊ฐ•๋ฒ•์— ๋”ฐ๋ฅธ ์ „๋‹จ๊ฐ•๋„ ํšจ๊ณผ๋ฅผ ๊ฒ€์ฆํ•จ์œผ๋กœ์จ ์†Œ๊ทœ๋ชจ ALC ์ฃผํƒ ์„ค๊ณ„์‹œ ๋‚ด์ง„์„ฑ๋Šฅ์„ ํ‰๊ฐ€ํ•  ์ˆ˜ ์žˆ๋Š” ๊ทผ๊ฑฐ๋ฅผ ์ œ๊ณต ํ•  ์ˆ˜ ์žˆ์„ ๊ฒƒ์œผ๋กœ ๊ธฐ๋Œ€๋œ๋‹ค. ๋˜ํ•œ ์œ ๋ฆฌ์„ฌ์œ  ๋ณด๊ฐ•์„ ํ†ตํ•œ ๋ฒฝ์ฒด์˜ ์ „๋‹จ๊ฐ•๋„ ํ–ฅ์ƒ ํšจ๊ณผ๊ฐ€ ALC ๊ตฌ์กฐ๋ฟ๋งŒ ์•„๋‹ˆ๋ผ ๋‹ค๋ฅธ ์กฐ์ ์กฐ์— ๊ตฌ์กฐ์˜ ๋‚ด์ง„๋ณด๊ฐ•์—๋„ ๋„์›€์ด ๋  ๊ฒƒ์œผ๋กœ ์˜ˆ์ƒํ•œ๋‹ค.Developed in Europe in 1920, Autoclaved light-weight concrete (ALC) is one of the brick materials and is widely used in small houses because of its light weight and easy construction. Especially after the Second World War (1945), it was useful for restoration of German buildings. Since that time, it has expanded not only in Europe, but also in the US and Asia. In Korea, it started to produce ALC in the early 1990s, and now it is used in various fields such as factories and apartments as well as small houses. The growing use of Autoclaved lightweight concrete (ALC) in Korea requires that appropriate design provisions for ALC. At present, such design provisions are not addressed by structural design codes in Korea. In addition, seismic regulations have strengthened recently due to the Gyeongju and Pohang earthquakes. ALC buildings are also subject to these seismic standards. Therefore, building standards for ALC including seismic resistance are required. This paper focused on the verification of structural performance of ALC walls subjected to cyclic lateral loading. This paper focused on the verification of structural performance of ALC walls subjected to cyclic lateral loading. And the material and prism tests were performed before the cyclic wall tests to confirm the basic properties of the ALC wall.Chapter 1. Introduction . 1 1.1 Background . 1 1.2 Scope and Objectives 7 1.3 Outline of the Masters Thesis 8 Chapter 2. Literature Review . 10 2.1 Code Review 10 2.1.1 Korean (Domestic) standards 10 2.1.2 International standards . 13 2.2 Literature Review . 15 2.2.1 Design provision for AAC structural system (tenner, 2004) . 15 Chapter 3. Material 19 3.1 Introduction 19 3.2 ALC block 20 3.2.1 ALC Block Compressive Strength 20 3.2.2 Elastic modulus . 29 3.2.3 Modulus of ruptrue (MOR, Flexural tensile strength) . 39 3.3 Mortar . 44 3.3.1 ALC Mortar . 44 3.3.2 Cement Mortar . 47 3.4 Glass-fiber 50 3.4.1 Tensile stength test . 50 3.4.2 Flexural tensile strength of ALC Block reinforced with glass-fiber 52 3.5 Disscussion . 60 Chapter 4. Prism tests 62 4.1 Introduction 62 4.2 ALC Flexural Bond Strength of ALC Mortar . 64 4.2.1 Variables 64 4.2.2 Test set-up 65 4.2.3 Test Results 66 4.3 Shear Bond Strength of ALC Mortar 71 4.3.1 Variables 71 4.3.2 Test set-up 72 4.3.3 Test results . 74 4.4 Compressive strength of ALC prism 89 4.4.1 Variables 89 4.4.2 Test set-up 90 4.4.3 Test results . 91 4.5 Diagonal tensile strength (shear) of ALC prism . 96 4.5.1 Variables 96 4.5.2 Test set-up 97 4.5.3 Test results . 98 4.6 Disscussion . 104 Chapter 5. Cyclic tests of the ALC shear wall . 106 5.1 Introduction 106 5.2 Test plan 107 5.2.1 Variables 107 5.2.2 Test set-up 109 5.2.3 Loading Protocol . 110 5.2.4 Set-up for LVDT and Strain gage 111 5.2.5 Fabrication process of the specimen 118 5.3 Materal test . 119 5.3.1 ALC block and mortar . 119 5.3.2 Re-bar 120 5.4 Test Results . 121 5.4.1 Shear wall (A) : No Re-bar 121 5.4.2 Shear wall (B) reinforced with 1-D 16 Re-bar 135 5.4.3 Shear wall (C) with a opening . 149 5.4.4 Shear wall (D) reinforced with 2-D 16 Re-bar 169 5.5 Discussion . 187 Chapter 6. Summary and conclusion . 190 6.1 Material test 190 6.2 Prism test 191 6.3 Cyclic tests of wall . 193 Appendix A: Design Example . 194 References . 210 ์ดˆ ๋ก 213Maste

    A Study on Developing Professional Manpower in Port Logistics : Focused on Busan Port

    Get PDF
    The value of international logistics is emphasized more than ever due to the ease of trade barriers between countries or companies as economies become increasingly globalized. Moreover, supported by the skyrocketing growth of the chinese economy, the center of the world's shipping market is shifting to Northeast Asia. Accordingly, the container volume of NE Asia is showing rapid increase. Under these changing circumstances, the competition to become a hub port in NE Asia is much more intensified especially among the three countries, namely South Korea, China and Japan. To gain competitive advantages, each of the three countries are carrying out various plans such as development of ports, improvement of systems and attracting of foreign capital. In the case of Busan Port, thirty container berths areunder construction and scheduled to be completed in 2015. In addition, various plans are being carried out by the South Korean government to attract international logistic companies to its distripark designed for high added value activities such as packing, labeling and testing. In other words, the Port of Busan is struggling to be a hub port in NE Asia which recently emerged as the center of world logistics by transforming its function from mere cargo handling to creating added value. However, the growth trend of Busan Port's container throughput does not bright despite the various government plans previously mentioned. More specifically, the increase of container throughput at Busan Port has been slow by only 1.7% in 2006, which was a very disappointing figure compared to the 17.1% increase in 2002. Furthermore, changes of circumstances such as the rapid growth of Chinese ports, especially those in Shanghai and Shenzhen, and major liners pulling out from Busan Port makes the future of Busan Port grim. Certainly, the Port of Busan has physical limitations compared to its rival ports in China. Therefore, transforming into both an added value and cargo creating port will be a wise way to reinforce its competitiveness. To achieve this goal, not only physical growth such as improvement of the port's infrastructure but also intangible factors, such as port operation system and high quality personnel, are important, too. For example, the world's most successfully operated ports, namely Ports of Singapore and Rotterdam, have both the finest port infrastructures which enable them to achieve incredible productivity and efficiency, and also the best qualified experts in port industry. However, the training system and investment to foster port experts is very insufficient at the Port of Busan and the rest of S. Korea. The aim of this study is to suggest ways to train port and logistic experts, which are considered as preconditions to increase a given port's international competitiveness in a rapidly changing environment. To accomplish this goal, Chapter 2 first analyses the changing environment of ports and shipping industry, mainly focusing on the Port of Busan. Then, a study on the condition of the Port of Busan follows based on the findings of the analyses. Chapter 3 reviews the current situation and problems of Korea's training system of port and logistic experts. Chapter 4 first examines the case studies of Singapore, Netherlands, Germany, Japan and Hong Kong with a special emphasis on the training systems of port and logistic experts, and then draws a conclusion upon the findings. Lastly, Chapter 5 suggests a basic framework and ways to train port and logistic experts which will eventually increase competitiveness of Korean Ports. Through this study, five basic ways to systematically and efficiently train port and logistic experts are presented. Firstly, establish an expert development system to keep pace with the needs of the port and logistic industry. Secondly, specialize formal education institutions such as universities and graduate schools. Thirdly, introduce various education programs. Fourthly, transform the Korea Port Training Institute into a specialized university and establish a port and logistic expert training institute. Lastly, introduce a job placement center exclusively for port and logistic applicants and companies. In conclusion, to make Busan Port NE Asian hub, physical expansion with efforts to increase port productivity and service can not be ignored. However, a well-organized training system for experts who will actually manage and operate the Port of Busan must be built simultaneously.๋ชฉ์ฐจ Abstract ์ œ1์žฅ ์„œ๋ก  1 ์ œ1์ ˆ ์—ฐ๊ตฌ์˜ ๋ฐฐ๊ฒฝ ๋ฐ ๋ชฉ์  1 ์ œ2์ ˆ ์—ฐ๊ตฌ์˜ ๋ฐฉ๋ฒ• ๋ฐ ๋‚ด์šฉ 2 ์ œ2์žฅ ๋ถ€์‚ฐํ•ญ์„ ๋‘˜๋Ÿฌ์‹ผ ๋™๋ถ์•„ ํ•ด์šดํ•ญ๋งŒ ํ™˜๊ฒฝ ๋ณ€ํ™” 4 ์ œ1์ ˆ ๋™๋ถ์•„ ๊ต์—ญ๊ตฌ์กฐ ๋ฐ ์„ธ๊ณ„ ๋ฌผ๋ฅ˜ํ™˜๊ฒฝ ๋ณ€ํ™” 4 1. ๋™๋ถ์•„ ๊ถŒ์—ญ์˜ ์ค‘์š”์„ฑ ๋ถ€์ƒ 4 2. ์„ธ๊ณ„ ๋ฌผ๋ฅ˜ํ™˜๊ฒฝ ๋ณ€ํ™” 6 ์ œ2์ ˆ ๋ถ€์‚ฐํ•ญ ์—ฌ๊ฑด ๋ถ„์„ 12 1. ์ฃผ๋ณ€๊ตญ๊ฐ€์˜ ๋Œ€๋Œ€์ ์ธ ํ•ญ๋งŒ๊ฐœ๋ฐœ 12 2. ์šฐ๋ฆฌ๋‚˜๋ผ ์ฃผ๋ณ€ํ•ญ๋งŒ๊ณผ์˜ ๊ฒฝ์Ÿ ์‹ฌํ™” 13 3. ๋ถ€์‚ฐํ•ญ ๋ฌผ๋™๋Ÿ‰ ์ฆ๊ฐ€์œจ ๋‘”ํ™” 13 ์ œ3์ ˆ ํ•ญ๋งŒ๋ฌผ๋ฅ˜ ์ „๋ฌธ์ธ๋ ฅ ์ˆ˜๊ธ‰์ „๋ง 15 1. ํ•ญ๋งŒ๋ฌผ๋ฅ˜์‚ฐ์—…์˜ ๋ฐœ์ „ 15 2. ํ•ญ๋งŒ๋ฌผ๋ฅ˜์ธ๋ ฅ ํ˜„ํ™ฉ 17 3. ํ•ญ๋งŒ๋ฌผ๋ฅ˜์ธ๋ ฅ ์ˆ˜๊ธ‰์ „๋ง 20 ์ œ3์žฅ ๊ตญ๋‚ด ํ•ญ๋งŒ๋ฌผ๋ฅ˜ ์ „๋ฌธ์ธ๋ ฅ ์–‘์„ฑํ˜„ํ™ฉ ๋ฐ ๋ฌธ์ œ์  24 ์ œ1์ ˆ ํ•ญ๋งŒ๋ฌผ๋ฅ˜์ธ๋ ฅ ๊ฐœ๋… ๋ฐ ์–‘์„ฑ ํ•„์š”์„ฑ 24 1. ํ•ญ๋งŒ๋ฌผ๋ฅ˜์ธ๋ ฅ์˜ ๊ฐœ๋… 24 2. ํ•ญ๋งŒ๋ฌผ๋ฅ˜์ธ๋ ฅ์˜ ์–‘์„ฑ ํ•„์š”์„ฑ 25 ์ œ2์ ˆ ํ•ญ๋งŒ๋ฌผ๋ฅ˜ ์ „๋ฌธ์ธ๋ ฅ ์–‘์„ฑํ˜„ํ™ฉ 26 1. ํ•ญ๋งŒ ๊ธฐ๋Šฅ์ธ๋ ฅ ์–‘์„ฑํ˜„ํ™ฉ 26 2. ํ•ญ๋งŒ ์ „๋ฌธ์ธ๋ ฅ ์–‘์„ฑํ˜„ํ™ฉ 28 ์ œ3์ ˆ ํ•ญ๋งŒ๋ฌผ๋ฅ˜ ์ „๋ฌธ์ธ๋ ฅ ์–‘์„ฑ ๋ฌธ์ œ์  39 1. ํ•ญ๋งŒ ๊ธฐ๋Šฅ์ธ๋ ฅ ์–‘์„ฑ์˜ ๋ฌธ์ œ์  39 2. ํ•ญ๋งŒ ์ „๋ฌธ์ธ๋ ฅ ์–‘์„ฑ์˜ ๋ฌธ์ œ์  40 3. ํ•ญ๋งŒ ๊ธฐ๋Šฅ์ธ๋ ฅ ๋ฐ ์ „๋ฌธ์ธ๋ ฅ ์–‘์„ฑ์˜ ๊ณตํ†ต ๋ฌธ์ œ์  42 ์ œ4์žฅ ํ•ด์™ธ ํ•ญ๋งŒ๋ฌผ๋ฅ˜ ์ „๋ฌธ์ธ๋ ฅ ์–‘์„ฑํ˜„ํ™ฉ ๋ฐ ์‹œ์‚ฌ์  44 ์ œ1์ ˆ ์ฃผ์š”๊ตญ๊ฐ€์˜ ํ•ญ๋งŒ๋ฌผ๋ฅ˜ ์ „๋ฌธ์ธ๋ ฅ ์–‘์„ฑํ˜„ํ™ฉ 44 1. ์‹ฑ๊ฐ€ํฌ๋ฅด 44 2. ๋„ค๋œ๋ž€๋“œ 53 3. ๋…์ผ 55 4. ์ผ๋ณธ 56 5. ํ™์ฝฉ 61 ์ œ2์ ˆ ์‹œ์‚ฌ์  61 ์ œ5์žฅ ํ•ญ๋งŒ๋ฌผ๋ฅ˜ ์ „๋ฌธ์ธ๋ ฅ ์–‘์„ฑ๋ฐฉ์•ˆ 63 ์ œ1์ ˆ ์ „๋ฌธ์ธ๋ ฅ ์–‘์„ฑ ๊ธฐ๋ณธ๋ฐฉํ–ฅ 63 ์ œ2์ ˆ ํ•ญ๋งŒ๋ฌผ๋ฅ˜ ์ „๋ฌธ์ธ๋ ฅ ์–‘์„ฑ๋ฐฉ์•ˆ 64 1. ํ•ญ๋งŒ๋ฌผ๋ฅ˜์‚ฐ์—…์˜ ์ˆ˜์š”์— ๋ถ€์‘ํ•˜๋Š” ์ธ๋ ฅ๊ฐœ๋ฐœ์ฒด๊ณ„ ํ™•๋ฆฝ 64 2. ์ •๊ทœ๊ต์œก๊ธฐ๊ด€์˜ ์ „๋ฌธํ™” ๋ฐ ํŠน์„ฑํ™” 64 3. ๋‹ค์–‘ํ•œ ๊ต์œกํ”„๋กœ๊ทธ๋žจ ๊ฐœ๋ฐœ 65 4. ๊ตญ์ œ ํ•ญ๋งŒ๋ฌผ๋ฅ˜ ์ „๋ฌธ์ธ๋ ฅ ์—ฐ์ˆ˜์› ๊ฑด๋ฆฝ 65 5. ํ•ญ๋งŒ๋ฌผ๋ฅ˜ ์ „๋ฌธ์ธ๋ ฅ ์ •๋ณด์ทจ์—…์„ผํ„ฐ ์šด์˜ 66 ์ œ6์žฅ ๊ฒฐ๋ก  67 ์ œ1์ ˆ ์š”์•ฝ ๋ฐ ๊ฒฐ๋ก  67 ์ œ2์ ˆ ํ–ฅํ›„ ์—ฐ๊ตฌ๊ณผ์ œ 68 ์ฐธ๊ณ ๋ฌธํ—Œ 6

    ไธญๅœ‹ ๆ–ฐๆ–‡ๅญธ์—์„œ์˜ ๏คชๆผซไธป็พฉ ่ฎŠๅฎน์— ๊ด€ํ•œ ็ก็ฉถ

    No full text
    ํ•™์œ„๋…ผ๋ฌธ(๋ฐ•์‚ฌ)--์„œ์šธๅคงๅญธๆ ก ๅคงๅญธ้™ข :ไธญ่ชžไธญๆ–‡ๅญธ็ง‘ ไธญๆ–‡ๅญธๅฐˆๆ”ป,1996.Docto

    Topography of Dialectical Situation in Chinese Movie Market

    No full text
    corecore