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Dissertations / Theses on the topic '鋼結構'

Author: Grafiati

Published: 4 June 2021

Last updated: 15 February 2022

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1

李健成 та Chien-Cheng Lee. "豐田及時生產系統應用於鋼結構業之研究－以中國鋼鐵結構公司為例". 碩士, 國立中山大學, 1991. http://handle.ncl.edu.tw/11296/ndltd/17045539447289910491.

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鋼結構業的現行作業方式充滿了無效率的工作與浪費。本研究希望藉由豐田及時生產系統導入鋼結構製造，以消除生產過程中現存的各項浪費。本研究的目的主要是以個案公司為例，探討鋼結構業現行生產過程及豐田及時生產系統應用於鋼結構製造。本研究首先介紹豐田及時生產系統架構，以了解豐田式的精神所在，再詳細介紹及時生產系統的概念及優點，並比較豐田即時生產系統和鋼結構現行生產方式。其次藉由相關文獻的回顧，探討豐田及時生產系統於製造業應用方式與其效益。由於鋼結構業與一般製造業無論在形態上或是作業方式上，都有顯著的差異存在，因此於製造規劃階段，除說明導入豐田及時生產系統所需具備的合理化作業外，擬配合漸進式吊裝規劃技術以消除兩者間之差異。經由親自到生產現場去查訪並與作業主管做雙向溝通，瞭解個案公司在現行生產管理上存在的問題。利用橋樑及H組合型鋼兩條試驗生產線進行檢討，評估豐田及時生產系統觀念應用於鋼結構製造過程之中可能產生的問題與解決對策，以擬定豐田及時生產系統導入鋼結構之方式與注意事項，並評估其效益。<br>There has been full of inefficiency and waste in current operation method of steel structure industries. This study hopes to utilize Toyota Just-in-t

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2

黒崎, 将夫. "電気亜鉛めっき鋼板の電析機構に関する研究". 京都大学 (Kyoto University), 2009. http://hdl.handle.net/2433/77994.

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3

CHEN, YUNG-MING, та 陳永明. "鋼骨結構耐振診斷". Thesis, 1990. http://ndltd.ncl.edu.tw/handle/74545939878017731891.

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4

張宏成. "鋼管內填注鋼纖混凝土構件之結構行為". Thesis, 1993. http://ndltd.ncl.edu.tw/handle/94806408751469554110.

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5

羅誌銘. "鋼構造建築結構耐震評估之研究". Thesis, 2005. http://ndltd.ncl.edu.tw/handle/21074051329014573563.

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6

CHEN, XIU-MING, та 陳修明. "鋼結構之二階彈塑性分析". Thesis, 1988. http://ndltd.ncl.edu.tw/handle/91241734673601974415.

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7

HUANG, YAN-NIAN, та 黃延年. "考慮結點區效應之鋼結構最佳化設計". Thesis, 1990. http://ndltd.ncl.edu.tw/handle/42600942312561922151.

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8

LIAN, FUN-JUAN, та 連逢泉. "未結合型鋼管填充混凝土結構之研究". Thesis, 1989. http://ndltd.ncl.edu.tw/handle/85523909493530883254.

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9

PAN, HONG-JI, та 潘鴻冀. "鋼結構受火害之溫度分佈研究". Thesis, 1988. http://ndltd.ncl.edu.tw/handle/46883567917573130242.

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10

YU, DE-FENG, та 余德峰. "鋼結構之抗火時效之初步研究". Thesis, 1986. http://ndltd.ncl.edu.tw/handle/59944509833801642492.

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11

ZHANG, WEI, та 張威. "高層含斜橕鋼結構彈塑性分析". Thesis, 1989. http://ndltd.ncl.edu.tw/handle/76273406452351779318.

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12

Yang, Tsan-Wei, та 楊璨瑋. "鋼構架建築結構自動化設計系統初步研究". Thesis, 2002. http://ndltd.ncl.edu.tw/handle/16172095151823511342.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>90<br>The structure design of building structure is the key issue in the field of engineering. The safety of building structure is strongly related to the lives and properties of lots of people. When designing a building, it costs a lot of time and money and the operation must be calculated and checked for several times to ensure that the safety of building structure. As a result of that, automatic design system is developed for the structure design of buildings in order to reduce the cost of time and money. By precise and high-speed calculations of computers, the t

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13

Shyr, Wang Kei, та 王凱石. "高層鋼構架考慮側傾結構穩定之耐震分析". Thesis, 1999. http://ndltd.ncl.edu.tw/handle/00372635827238658329.

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14

ZHAO, ZHEN-YU], та 趙振宇. "鋼筋混凝土沉箱結構行為之研究". Thesis, 1989. http://ndltd.ncl.edu.tw/handle/38221919477520559749.

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15

CHEN, JE-MING, та 陳濟民. "火災對鋼結構承載力影響之研究". Thesis, 1989. http://ndltd.ncl.edu.tw/handle/69532767198386968900.

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16

林芳祥. "鋼構架支撐系統結構安全監測點選擇之研究". Thesis, 2004. http://ndltd.ncl.edu.tw/handle/96723320489752717373.

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碩士<br>中華大學<br>土木工程學系碩士班<br>92<br>The occupational injury rate of construction is usually higher than other industries. During the construction of the second expressway of Taiwan, the collapses of steel supporting system of constructing have caused not only serious injury and death of workers, but also huge monetary lost. Therefore, to prevent the occupational injury, and enhance the management of worksite and education of workers, it is necessary to monitor the steel supporting system, and to evacuate the workers on site before the collapse. ANSYS 6.1 is used in this research to ana

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17

高家裕. "鋼結構樑柱接頭之半剛性行為分析". Thesis, 1990. http://ndltd.ncl.edu.tw/handle/57533457643302362111.

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18

Chien-Chuang, Tseng, та 曾建創. "鋼筋混凝土結構之鋼框架消能補強及修復試驗研究". Thesis, 2003. http://ndltd.ncl.edu.tw/handle/05818087219202079783.

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19

李宛叡. "火場中鋼結構桿件受熱時之變位分析". Thesis, 2004. http://ndltd.ncl.edu.tw/handle/95520763126683406514.

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20

Chen, You Chuan, та 陳友川. "以類神經網路作鋼結構斷面初始設計". Thesis, 1995. http://ndltd.ncl.edu.tw/handle/96592281707587516232.

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21

王大衡. "含未握�Z鋼腱部份預力梁之結構行為". Thesis, 1988. http://ndltd.ncl.edu.tw/handle/65013215269530751847.

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22

莊智先. "平面曲線薄壁箱型鋼梁結構行為之研究". Thesis, 2000. http://ndltd.ncl.edu.tw/handle/31301490679894726695.

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23

Wei, Cheng Xi, та 魏呈晞. "鋼結構接合細部設計之後處理繪圖系統". Thesis, 1995. http://ndltd.ncl.edu.tw/handle/73974590777168286802.

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24

黃偉統. "鋼筋混凝土房屋結構施工細部圖之研究". Thesis, 2001. http://ndltd.ncl.edu.tw/handle/28815423000774683077.

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25

Chen, Mei Rong, та 陳美蓉. "以案例基推論法作鋼結構斷面初始設計". Thesis, 1995. http://ndltd.ncl.edu.tw/handle/41677794192624724090.

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26

chun, Chang chao, та 張照俊. "不同牆重對結構體鋼筋用量影響之研究". Thesis, 2006. http://ndltd.ncl.edu.tw/handle/79426036719886837119.

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27

Lin, Li-Hsien, та 林禮賢. "鋼筋混凝土結構物之腐蝕狀態及壽命預測". Thesis, 2001. http://ndltd.ncl.edu.tw/handle/89907998795896692882.

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碩士<br>國立海洋大學<br>河海工程學系<br>89<br>The protection effect of concrete to steel for the existing reinforced concrete structures was destroyed by the corrosion ingress. The principal objective of this article is divided into two parts. One is to study the corrosion status of reinforced concrete structures. Using the least square technique to treat the detecting corrosion data obtained from reinforced concrete structure and the K-K transforms relationship, Bode diagram and Nyquist diagram, the corrosion status of interior concrete and steel of reinforced concrete structures can be represented by an e

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28

邱鋒達. "碳化對鋼筋混凝土結構物性質影響之評估". Thesis, 2000. http://ndltd.ncl.edu.tw/handle/73056023692646503155.

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29

Chen, Pei-kun, та 陳倍坤. "鋼結構材料於建築物之應用及推廣之研究". Thesis, 2010. http://ndltd.ncl.edu.tw/handle/77335915993603099325.

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碩士<br>正修科技大學<br>營建工程研究所<br>98<br>From the global view on the ecology of entire planet, the existence of human beings, animals and plants and the recession of economics have been serious threaten. Due to mass construction and development on Earth, and exhaust gas like Carbon Dioxide, the breaching the Ozonosphere and leading to the rapid increase in temperature. In order to solve the serious problem of global warming, it’s the common target for all nations to limit the emission of greenhouse gas like Carbon Dioxide. Based on the domestic point the giographical environment in Taiwan, it’s on the

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30

王春晟. "鎢鎳鐵合金與17-4PH不銹鋼之焊接顯微結構". Thesis, 2011. http://ndltd.ncl.edu.tw/handle/04008089348994631196.

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碩士<br>國立屏東科技大學<br>機械工程系所<br>99<br>This article is analysis the microstructure of Tungsten-Ni-Fe alloy welding with 17-4PH was proceeded by Scanning Electron Microscopy, Transmission Electron microscopy, X-ray Diffract. The results is below: 　　After using Nickel-chromium SS to TIG weld in W-Ni-Fe alloy with 17-4PH, the cracks appeared on the heat affected zone. The structure of W-Ni-Fe alloy is body-centered cubic structure, lattice constant a = 0.3166nm; As for the 17-4PH, the structure is c / a ≒ 1, the lattice constant a = 0.2877nm. Observed heat affected zone and cracks by scanning electro

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31

Huang, Chao Sheng, та 黃超聖. "含裂縫鋼筋混凝土的參數量測與結構分析". Thesis, 1996. http://ndltd.ncl.edu.tw/handle/14263130817630975901.

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32

李慶豐. "鋼筋混凝土構架填充部份非結構磚牆之耐震非線性分析". Thesis, 1992. http://ndltd.ncl.edu.tw/handle/28708388326115233403.

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33

莊信一. "Kramers-Kronig轉換法預測鋼筋混凝土結構之損傷狀態". Thesis, 2002. http://ndltd.ncl.edu.tw/handle/63374304182490939344.

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34

LAI, ZHENG-CHUAN, та 賴震川. "鋼結構在火災情況下之溫度分佈之初步研究". Thesis, 1986. http://ndltd.ncl.edu.tw/handle/35983158717930979144.

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35

Ye, Jian Lu, та 葉建祿. "以改良遺傳演算法作桁架鋼結構最佳化設計". Thesis, 1996. http://ndltd.ncl.edu.tw/handle/36015978269014620501.

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36

WANG, ZHI-YANG, та 王植洋. "中低層不同鋼架結構系統耐震之分析與比較". Thesis, 1989. http://ndltd.ncl.edu.tw/handle/72034697146013374338.

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37

Shih, Ming-Yuan, та 施閔元. "鋼筋混凝土結構加勁消能補強之耐震能力評估". Thesis, 2003. http://ndltd.ncl.edu.tw/handle/17617989408718080739.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>92<br>Many methods of seismic-resistant assessment are applied for Reinforce Concrete building structures in Taiwan recently. Among them, the most significant one is the Strength Ductility Method which has been checked and ratified by the Executive Yuan of the Republic of China in 2000. The procedure of Strength Ductility Method for seismic-resistant assessment of RC building structures includes three phases. Firstly, R.C. building is evaluated under 0.1 g ground acceleration to obtain all element strength data by using the structure analysis software, ET

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38

籃子傑. "可靠度分析既有鋼筋混凝土結構腐蝕損傷程度". Thesis, 2002. http://ndltd.ncl.edu.tw/handle/89290189831023385513.

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碩士<br>國立海洋大學<br>河海工程學系<br>90<br>ABSTRACT In this study, the reliability analysis was used to predict the damage state of existing reinforced concrete structures. The calculation of failure probability was on the basis of evaluating structures damage due to external factors and material properties. First, the existing reinforced concrete wharf located at harbor and subjected to chloride ions ingress for a long time was to predict the failure probability by using the combination of Poisson’s distribution and Fick’s second law in diffusion. Second, the reinforced concrete bridge pil

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39

Huang, Ko-ming, та 黃科銘. "鋼筋混凝土結構物破壞原因與模式之研究探討". Thesis, 2000. http://ndltd.ncl.edu.tw/handle/05414305567780289331.

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40

Yang, Shu-Xun, та 楊書薰. "改良型2.25Cr-1Mo合金鋼之結構特性及顯微組織研究". Thesis, 2001. http://ndltd.ncl.edu.tw/handle/04986570942462721317.

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碩士<br>國立臺灣大學<br>材料科學與工程學研究所<br>89<br>In this work, the phase transformations under three different heat treatments (continuous cooling, isothermal and up-quench processes) have been carried out in a modified 2.25Cr-1Mo steel. In continuous cooling process, the effect of the different austenitizing temperature on continuous cooling transformation has been investigated. The result shows that the lower austenitization temperature promote the bainitic reaction and that the higher austenitization temperature favors the martensitic reaction. In isothermal process, The effect of

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41

錢俊龍. "裂紋感測器量測鋼筋混凝土梁結構變形之研究". Thesis, 2004. http://ndltd.ncl.edu.tw/handle/55484721419856725341.

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碩士<br>中華大學<br>土木工程學系碩士班<br>92<br>Due to the moist climate and the steep landscape in Taiwan, the river is always running down from a mountain very fast and with great deal of sand and rock. A cross river bridge is often needed to face this kind of serious environment. Natural disaster such as typhoon and earthquake will cause bridge collapses occasionally. In order to increase the safety of bridge, structural health monitoring system of bridge are necessary. In order to obtain the damage conditions of bridge structures, a bridge monitoring system uses sensor to measure structural

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42

ZHANG, HAN-ZHOU, та 張漢洲. "熱處理對2.25Cr-1Mo合金鋼微結構與機械性質的影響". Thesis, 1989. http://ndltd.ncl.edu.tw/handle/43585470070628727030.

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43

洪漢昌. "可靠度分析既有鋼筋混凝土結構物之損傷情況". Thesis, 2003. http://ndltd.ncl.edu.tw/handle/06941546973558079963.

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碩士<br>國立海洋大學<br>河海工程學系<br>91<br>The main objective of this article is to study the damage state prediction of existing reinforced concrete (RC) structures using structural system failure probability. Firstly, the Gang-xi viaduct in Keelung, Taiwan, is used as a case study. Based on the experimental results through the samples obtained from viaduct, the failure probability of every damage model such as carbonation, chloride ion content, concrete compressive strength and concrete cracks is calculated according to every damage model. An approximate method of structural system reliability analysis

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44

Huang, Jun Neng, та 黃俊能. "自動辨識系統在鋼結構大樓施工流程應用之研究". Thesis, 1995. http://ndltd.ncl.edu.tw/handle/45173157242149515099.

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林維群. "大型壓力鋼管結構安全評估與殘餘使用年限預測". Thesis, 1999. http://ndltd.ncl.edu.tw/handle/85081204817518094672.

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46

ｓｈａｎ, Ｃｈｅｎｊｅｎ, та 陳鎮山. "鋼筋混凝土房屋結構裂縫損傷機制與行為之探討". Thesis, 2007. http://ndltd.ncl.edu.tw/handle/44624033578121642455.

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47

盧建帆. "鋼管混凝土結構雙向螺栓穿透式接頭之試驗與研究". Thesis, 2002. http://ndltd.ncl.edu.tw/handle/13671631725510505595.

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48

Jian, Shi Jie, та 簡士傑. "以遺傳演算法作離散斷面之桁架鋼結構最佳化設計". Thesis, 1995. http://ndltd.ncl.edu.tw/handle/57354483164479894572.

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49

蘇志晃. "超音波檢測應用於鋼筋混凝土結構內部成像之研究". Thesis, 2003. http://ndltd.ncl.edu.tw/handle/17760717582145256332.

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黃心怡. "鋼筋混凝土建築結構耐震能力評估方法之比較探討". Thesis, 2001. http://ndltd.ncl.edu.tw/handle/43374613577168605811.

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