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      《中國(guó)土地科學(xué)》論文中英文摘要和關(guān)鍵詞規(guī)范(精選五篇)

      時(shí)間:2019-05-13 10:19:53下載本文作者:會(huì)員上傳
      簡(jiǎn)介:寫寫幫文庫(kù)小編為你整理了多篇相關(guān)的《《中國(guó)土地科學(xué)》論文中英文摘要和關(guān)鍵詞規(guī)范》,但愿對(duì)你工作學(xué)習(xí)有幫助,當(dāng)然你在寫寫幫文庫(kù)還可以找到更多《《中國(guó)土地科學(xué)》論文中英文摘要和關(guān)鍵詞規(guī)范》。

      第一篇:《中國(guó)土地科學(xué)》論文中英文摘要和關(guān)鍵詞規(guī)范

      《中國(guó)土地科學(xué)》論文中英文摘要和關(guān)鍵詞規(guī)范

      根據(jù)國(guó)家標(biāo)準(zhǔn)GB7713-87規(guī)定及中國(guó)科協(xié)學(xué)會(huì)學(xué)術(shù)部《關(guān)于進(jìn)一步提高期刊學(xué)術(shù)論文英文摘要寫作質(zhì)量以及在各有關(guān)期刊編輯部開展英文摘要達(dá)標(biāo)薦優(yōu)活動(dòng)的通知》(科協(xié)學(xué)發(fā)[2002]054號(hào))和《關(guān)于在中國(guó)科協(xié)系統(tǒng)科技期刊中規(guī)范關(guān)鍵詞選擇的決定》(科協(xié)學(xué)發(fā)字[2002]049號(hào))要求,《中國(guó)土地科學(xué)》對(duì)投稿論文中英文摘要和關(guān)鍵詞作如下規(guī)范,敬請(qǐng)熱情支持《中國(guó)土地科學(xué)》的各界作者嚴(yán)格執(zhí)行。

      1摘要

      1.1中英文摘要是應(yīng)符合中英文語(yǔ)法的文字語(yǔ)言,以提供文獻(xiàn)內(nèi)容梗概為目的,不加評(píng)論和補(bǔ)充解釋,簡(jiǎn)要、確切地論述文獻(xiàn)重要內(nèi)容的短文。

      1.2中英文摘要必須符合“擁有與論文同等量的主要信息”的原則。為此,中英文摘要必須包括4個(gè)要素,即:研究目的,研究方法,研究結(jié)果,研究結(jié)論。

      1.3中英文摘要的句型力求簡(jiǎn)單,通常應(yīng)有10個(gè)左右意義完整、語(yǔ)句順暢的句子。

      1.4中英文摘要不應(yīng)有引言中出現(xiàn)的內(nèi)容,也不要對(duì)論文內(nèi)容作詮釋和評(píng)論,不得簡(jiǎn)單重復(fù)題名中已有的信息;不用非公知公用的符號(hào)和術(shù)語(yǔ);不用引文,除非該論文證實(shí)或否定了他人已發(fā)表的論文;縮略語(yǔ)、略稱、代號(hào),除相鄰專業(yè)的讀者也能清楚理解的以外,在首次出現(xiàn)時(shí)必須加以說(shuō)明;使用計(jì)量單位時(shí)必須采用法定計(jì)量單位。

      1.5摘要格式模擬如下:

      摘要: 研究目的:確定研究生創(chuàng)新能力指標(biāo)體系的內(nèi)容并對(duì)其評(píng)估方法進(jìn)行研究。研究方法:采用基于因果分析的AHP方法,確定研究生創(chuàng)新能力指標(biāo)體系并對(duì)其進(jìn)行量化評(píng)估。研究結(jié)果:(1)研究生創(chuàng)新能力指標(biāo)體系主要有能力結(jié)構(gòu)、素質(zhì)結(jié)構(gòu)和知識(shí)結(jié)構(gòu)組成,其中尤以能力結(jié)構(gòu)的培養(yǎng)最為重要。(2)基于因果分析的AHP方法,不僅能夠克服AHP方法的局限,找到影響研究生創(chuàng)新能力的每一個(gè)層次上的各個(gè)因素,而且能夠利用因果關(guān)系圖與層次結(jié)構(gòu)模型之間的轉(zhuǎn)化方便地對(duì)指標(biāo)體系進(jìn)行量化評(píng)估。研究結(jié)論:基于因果分析的AHP方法是研究生創(chuàng)新能力評(píng)估的一個(gè)有力工具。

      Abstract: The purpose of this study is to set up a guideline system for developing innovative abilities of education graduate students with its evaluation.Methods of causality analysis and AHP were employed to determine the guideline system of education graduate students’ innovative abilities and to quantify them.The results indicate that the innovative ability guideline system is the most important.With methods of causality analysis and AHP, not only the factors effecting graduate students innovative abilities at different level were found out, but also the evaluation methods of the factors and the guideline system were drawn up.2關(guān)鍵詞

      2.1學(xué)術(shù)論文投稿必須在論文摘要后列出3-8個(gè)關(guān)鍵詞,每個(gè)關(guān)鍵詞間用分號(hào)隔開,最后一個(gè)關(guān)鍵詞尾無(wú)標(biāo)點(diǎn)符號(hào)。

      2.2關(guān)鍵詞順序

      2.2.1第一個(gè)關(guān)鍵詞列出該文主要工作或內(nèi)容所屬二級(jí)學(xué)科名稱。鑒于土地科學(xué)體系尚無(wú)國(guó)家標(biāo)準(zhǔn)的實(shí)際,《中國(guó)土地科學(xué)》暫擬定如下規(guī)范:土地科學(xué)體系,土地科學(xué)研究方法,土地資源,地籍,土地規(guī)劃,土地經(jīng)濟(jì),土地法學(xué),土地信息,土地復(fù)墾、土地生態(tài),土地工程,土地測(cè)繪,土地管理,土地統(tǒng)計(jì),土地史。

      2.2.2第二個(gè)關(guān)鍵詞列出該文研究得到的成果名稱或文內(nèi)若干個(gè)成果的總類別名稱。

      2.2.3第三個(gè)關(guān)鍵詞列出該文在得到上述成果或結(jié)論時(shí)采用的科學(xué)研究方法的具體名稱。綜述和評(píng)述性學(xué)術(shù)論文,第三個(gè)關(guān)鍵詞應(yīng)寫為“綜述”或“評(píng)論”。科學(xué)研究方法的研究論文,第三個(gè)關(guān)鍵詞應(yīng)列出所應(yīng)用的方法名稱,而不得寫成被研究的方法名稱,在這種情況下被研究的方法名稱應(yīng)當(dāng)列為第二個(gè)關(guān)鍵詞。

      2.2.4第四個(gè)關(guān)鍵詞列出在前三個(gè)關(guān)鍵詞中沒有出現(xiàn)的,但被該文作為主要研究對(duì)象的事或物質(zhì)的名稱,或者在題目中出現(xiàn)的作者認(rèn)為重要的名詞。

      2.2.5如有需要,第五、第六關(guān)鍵詞等列出作者認(rèn)為有利于檢索和文獻(xiàn)利用的其他關(guān)鍵詞。

      第二篇:土木工程畢業(yè)設(shè)計(jì)中英文摘要和目錄

      西南石油大學(xué)畢業(yè)設(shè)計(jì)(論文)

      摘要

      建筑名稱:瑞寧家園1#住宅樓設(shè)計(jì)

      位置:達(dá)州市

      結(jié)構(gòu)類型:鋼筋混凝土框架結(jié)構(gòu)

      層數(shù):六層

      總建筑面積:7629.4m2

      本住宅樓建筑總高度25.875米,共6層,層高5.1米,采用現(xiàn)澆鋼筋混凝土框架結(jié)構(gòu),抗震等級(jí)為三級(jí),抗震設(shè)防烈度為7度,整個(gè)設(shè)計(jì)包括建筑設(shè)計(jì)和結(jié)構(gòu)設(shè)計(jì)兩部分。

      建筑設(shè)計(jì)部分,首先根據(jù)建筑的使用功能確定建筑的初步布局,包括建筑體形及室內(nèi)空間布置等,然后結(jié)合使用的材料、做法進(jìn)一步確定具體尺寸和平、立面風(fēng)格等。具體來(lái)說(shuō),主要包括總平面設(shè)計(jì)、建筑平面設(shè)計(jì)(功能布局及布置思路、房間的布置、衛(wèi)生間的設(shè)計(jì)、樓梯布置、柱網(wǎng)布置等)、立面設(shè)計(jì)、剖面設(shè)計(jì)(層數(shù)層高確定及樓梯設(shè)計(jì))、建筑材料設(shè)計(jì)(屋面做法、樓面做法)、防火設(shè)計(jì),并對(duì)主要設(shè)計(jì)規(guī)范、尺寸單位、荷載及鋼筋混凝土作了附加說(shuō)明。

      結(jié)構(gòu)設(shè)計(jì)部分,首先根據(jù)建筑設(shè)計(jì)、工藝使用要求、材料供應(yīng)情況以及場(chǎng)地地質(zhì)條件等確定結(jié)構(gòu)布置方案,然后選取一榀典型框架進(jìn)行設(shè)計(jì)計(jì)算。在明確計(jì)算簡(jiǎn)圖的前提下,進(jìn)一步確定框架承受的荷載,包括恒載、屋(樓)面活載和風(fēng)荷載,在此基礎(chǔ)上進(jìn)行框架內(nèi)力計(jì)算(采用D值法計(jì)算風(fēng)荷載作用下的內(nèi)力,采用彎矩二次分配法計(jì)算豎向荷載作用下的內(nèi)力)、內(nèi)力組合、梁、柱和基礎(chǔ)等構(gòu)件的配筋計(jì)算以及風(fēng)荷載作用下的側(cè)移驗(yàn)算。除此之外,還進(jìn)行了樓梯設(shè)計(jì)(梯段板設(shè)計(jì)、平臺(tái)板設(shè)計(jì)及平臺(tái)梁設(shè)計(jì))、雨篷的設(shè)計(jì)與計(jì)算等。

      為進(jìn)一步驗(yàn)證手算結(jié)果的精確度,采用PKPM 2012行業(yè)軟件進(jìn)行了電算,比較分析表明手算結(jié)果是可靠的。最后用AutoCAD2012進(jìn)行繪圖。

      關(guān)鍵詞:鋼筋混凝土框架結(jié)構(gòu);圖書館建筑;建筑設(shè)計(jì);結(jié)構(gòu)設(shè)計(jì)

      Abstract

      Building Name: Bo Wen Library

      Location:DaZhou City SiChuan

      Struture System: R.C.frame

      Number of Stories: 4 stories

      Total floor area:7629.4m2

      The present project is a 6-storey residential building with the floor height

      5.1m and the total height 25.875m.The four-layer building is adopted the cast-in-place reinforced concrete frame structure, and the seismic fortification intensity is 7 with the anti-seismic level 3.The entire graduation project divides into two parts, that is, the architectural design part and the structural design part.In the architectural design part, the general layout is first determined according to the building function, including conformation and indoor spatial setting;then the dimension, plane style and elevation style are chosen considering the engineering materials and constructional details.Make it more specific,it includes the total plane design, architectural graphic design(the function layout and layout thinking, the room arrangement and the design of toilet, stair layout, column, etc), the facade design layout, section design(the number and the height of layers identity and stair design), building materials design(roofing approach, the floor practice)and fire prevention design.In addition, instructions for the main design norms and dimensions, load and reinforced concrete is given.In the structural design part, the array of structure is first determined according to architectural design, process demand, material supply and geological conditions;then a typical transverse frame is taken to be computed.After the extract of computation sketch, the external loads such as the dead load, living load on the roof(floor)and the wind load are calculated;then the internal force in the structure is obtained through the moment distribution method under vertical loading and the modified knick point method under horizontal loads.In the following, the combination of internal force is performed.On the above basis, the design of structural components such as beams, columns and foundations are respectively carried out, and at the same time the checking computation of the

      slidesway under wind load is done.In addition, the design of the stair(ladder period of board design, smooth bedplate design and platform beam design), the canopy and other accessory components are also completed..To verify the accuracy of above results, numerical tests are performed with the software PKPM 2012, and the comparisons prove that the original results are reliable.Finally, the construction documents are completed using the software AutoCAD 2012.Keywords:Reinforced concrete frame;Multi-storey library building;Architectural design;Structural design.目錄建 筑 設(shè) 計(jì)................1

      1.1設(shè)計(jì)資料................11.1.1建筑環(huán)境和地點(diǎn)...........1

      1.1.2建筑設(shè)計(jì)要求.............2

      1.2 總平面設(shè)計(jì)..............3

      1.2.1總平面設(shè)計(jì)要求...........3

      1.2.2總圖設(shè)計(jì)..........4

      1.2.3方案特點(diǎn)..........5

      1.2.4基地環(huán)境分析.............6

      1.2.5交通組織..........7

      1.2.6綠化景觀設(shè)計(jì).............8

      1.2.7 變形縫的設(shè)計(jì).............8

      1.3 建筑平面設(shè)計(jì)............9

      1.3.1設(shè)計(jì)指導(dǎo)思想及本方案平面特點(diǎn)..........10

      1.3.2功能分區(qū).........12

      1.3.3房間的布置..............14

      1.3.4衛(wèi)生間的設(shè)計(jì)............16

      1.3.5人流組織說(shuō)明............17

      1.3.6防火疏散組織與樓梯的布置.......17

      1.3.7柱網(wǎng)的布置..............19

      1.4 立面設(shè)計(jì)...............20

      1.4.1立面設(shè)計(jì)要求............21

      1.4.2方案造型設(shè)計(jì)............22

      1.5 剖面設(shè)計(jì)...............25

      1.5.1剖面設(shè)計(jì)基本要求........25

      1.5.2屋面、樓面做法..........28

      1.5.3樓梯選擇.........29

      1.6細(xì)部構(gòu)造總說(shuō)明.........31

      1.6.1勒腳.............31

      1.6.2散水.............31

      1.6.3樓地面工程..............32

      1.6.4屋面工程.........32

      1.6.5門窗工程.........32

      1.6.6基礎(chǔ)工程.........33

      1.7防火設(shè)計(jì)...............34

      1.8其它說(shuō)明...............35

      2.結(jié)構(gòu)設(shè)計(jì)...........36

      2.1 板的設(shè)計(jì)...............36

      2.1.1 設(shè)計(jì)資料.........36

      2.1.2 樓蓋的結(jié)構(gòu)平面布置......36

      2.1.3單向板計(jì)算..............37

      2.1.4 雙向板計(jì)算..............40

      2.2 次梁計(jì)算...............47

      2.3框架設(shè)計(jì)...............50

      2.3.1 設(shè)計(jì)資料.........50

      2.3.2 結(jié)構(gòu)布置及結(jié)構(gòu)計(jì)算簡(jiǎn)圖.........52

      2.3.3 荷載統(tǒng)計(jì).........54

      2.3.4 內(nèi)力計(jì)算.........66

      2.3.5 內(nèi)力組合.........94

      2.3.6截面設(shè)計(jì)........102

      2.4 基礎(chǔ)設(shè)計(jì)..............114

      2.4.1基礎(chǔ)資料........114

      2.4.2荷載統(tǒng)計(jì)........115

      2.4.3地基承載力驗(yàn)算.........117

      2.4.4配筋計(jì)算........126

      2.4.5聯(lián)合基礎(chǔ)設(shè)計(jì)...........134

      2.5 樓梯設(shè)計(jì)..............138

      2.5.1 設(shè)計(jì)資料........138

      2.5.2 梯段板設(shè)計(jì).............139

      2.5.3平臺(tái)板設(shè)計(jì).............140

      2.5.4平臺(tái)梁設(shè)計(jì).............141

      2.6 雨篷設(shè)計(jì)..............143

      2.6.1 設(shè)計(jì)資料........143

      2.6.2 雨篷板抗彎強(qiáng)度計(jì)算.....143

      2.6.3 雨篷梁計(jì)算.............145 參考文獻(xiàn).............150 致謝..........152 附錄 博文圖書館圖紙目錄表...........153

      第三篇:土木工程畢業(yè)設(shè)計(jì)中英文摘要和目錄

      山東科技大學(xué)畢業(yè)設(shè)計(jì)(論文)

      摘要

      建筑名稱:博文圖書館

      位置:青島市經(jīng)濟(jì)技術(shù)開發(fā)區(qū)

      結(jié)構(gòu)類型:鋼筋混凝土框架結(jié)構(gòu)

      層數(shù):四層

      總建筑面積:7629.4m2

      本設(shè)計(jì)建筑名稱為博文圖書館。圖書館不僅僅是一個(gè)閱讀的場(chǎng)所,它更是市民交流的平臺(tái)。作為城市地標(biāo),擬建建筑物要考慮與臨邊建筑風(fēng)格相協(xié)調(diào),同時(shí)也要突出自己的建筑風(fēng)格。

      本圖書館建筑建筑總高度25.875米,共4層,層高5.1米,采用現(xiàn)澆鋼筋混凝土框架結(jié)構(gòu),抗震等級(jí)為三級(jí),抗震設(shè)防烈度為7度,整個(gè)設(shè)計(jì)包括建筑設(shè)計(jì)和結(jié)構(gòu)設(shè)計(jì)兩部分。

      建筑設(shè)計(jì)部分,首先根據(jù)建筑的使用功能確定建筑的初步布局,包括建筑體形及室內(nèi)空間布置等,然后結(jié)合使用的材料、做法進(jìn)一步確定具體尺寸和平、立面風(fēng)格等。具體來(lái)說(shuō),主要包括總平面設(shè)計(jì)、建筑平面設(shè)計(jì)(功能布局及布置思路、房間的布置、衛(wèi)生間的設(shè)計(jì)、樓梯布置、柱網(wǎng)布置等)、立面設(shè)計(jì)、剖面設(shè)計(jì)(層數(shù)層高確定及樓梯設(shè)計(jì))、建筑材料設(shè)計(jì)(屋面做法、樓面做法)、防火設(shè)計(jì),并對(duì)主要設(shè)計(jì)規(guī)范、尺寸單位、荷載及鋼筋混凝土作了附加說(shuō)明。

      結(jié)構(gòu)設(shè)計(jì)部分,首先根據(jù)建筑設(shè)計(jì)、工藝使用要求、材料供應(yīng)情況以及場(chǎng)地地質(zhì)條件等確定結(jié)構(gòu)布置方案,然后選取一榀典型框架進(jìn)行設(shè)計(jì)計(jì)算。在明確計(jì)算簡(jiǎn)圖的前提下,進(jìn)一步確定框架承受的荷載,包括恒載、屋(樓)面活載和風(fēng)荷載,在此基礎(chǔ)上進(jìn)行框架內(nèi)力計(jì)算(采用D值法計(jì)算風(fēng)荷載作用下的內(nèi)力,采用彎矩二次分配法計(jì)算豎向荷載作用下的內(nèi)力)、內(nèi)力組合、梁、柱和基礎(chǔ)等構(gòu)件的配筋計(jì)算以及風(fēng)荷載作用下的側(cè)移驗(yàn)算。除此之外,還進(jìn)行了樓梯設(shè)計(jì)(梯段板設(shè)計(jì)、平臺(tái)板設(shè)計(jì)及平臺(tái)梁設(shè)計(jì))、雨篷的設(shè)計(jì)與計(jì)算等。

      為進(jìn)一步驗(yàn)證手算結(jié)果的精確度,采用PKPM 2005行業(yè)軟件進(jìn)行了電算,比較分析表明手算結(jié)果是可靠的。最后用AutoCAD進(jìn)行繪圖。

      關(guān)鍵詞:鋼筋混凝土框架結(jié)構(gòu);圖書館建筑;建筑設(shè)計(jì);結(jié)構(gòu)設(shè)計(jì)1

      Abstract

      Building Name: Bo Wen Library

      Location:Economic and Technological Development Zone of QingdaoStruture System: R.C.frame

      Number of Stories: 4 stories

      Total floor area:7629.4m2

      The building name of the design is Bo Wen Library.It is not only a reading place but a platform for communication.As a landmark of the city, The proposed building should be considered to be in accordance with the style of surrounding architecture, and also highlight its own style.The present project is a 4-storey library with the floor height 5.1m and the total height 25.875m.The four-layer building is adopted the cast-in-place reinforced concrete frame structure, and the seismic fortification intensity is 7 with the anti-seismic level 3.The entire graduation project divides into two parts, that is, the architectural design part and the structural design part.In the architectural design part, the general layout is first determined according to the building function, including conformation and indoor spatial setting;then the dimension, plane style and elevation style are chosen considering the engineering materials and constructional details.Make it more specific,it includes the total plane design, architectural graphic design(the function layout and layout thinking, the room arrangement and the design of toilet, stair layout, column, etc), the facade design layout, section design(the number and the height of layers identity and stair design), building materials design(roofing approach, the floor practice)and fire prevention design.In addition, instructions for the main design norms and dimensions, load and reinforced concrete is given.In the structural design part, the array of structure is first determined according to architectural design, process demand, material supply and geological conditions;then a typical transverse frame is taken to be computed.After the extract of computation sketch, the external loads such as the dead load, living load on the roof(floor)and the wind load are calculated;then the internal force in the structure is obtained through the moment distribution method under vertical

      loading and the modified knick point method under horizontal loads.In the following, the combination of internal force is performed.On the above basis, the design of structural components such as beams, columns and foundations are respectively carried out, and at the same time the checking computation of the slidesway under wind load is done.In addition, the design of the stair(ladder period of board design, smooth bedplate design and platform beam design), the canopy and other accessory components are also completed..To verify the accuracy of above results, numerical tests are performed with the software PKPM 2005, and the comparisons prove that the original results are reliable.Finally, the construction documents are completed using the software AutoCAD 2004.Keywords:Reinforced concrete frame;Multi-storey library

      building;Architectural design;Structural design.目錄建 筑 設(shè) 計(jì)................1

      1.1設(shè)計(jì)資料................1

      1.1.1建筑環(huán)境和地點(diǎn)...........1

      1.1.2建筑設(shè)計(jì)要求.............2

      1.2 總平面設(shè)計(jì)..............3

      1.2.1總平面設(shè)計(jì)要求...........3

      1.2.2總圖設(shè)計(jì)..........4

      1.2.3方案特點(diǎn)..........5

      1.2.4基地環(huán)境分析.............6

      1.2.5交通組織..........7

      1.2.6綠化景觀設(shè)計(jì).............8

      1.2.7 變形縫的設(shè)計(jì).............8

      1.3 建筑平面設(shè)計(jì)............9

      1.3.1設(shè)計(jì)指導(dǎo)思想及本方案平面特點(diǎn)..........10

      1.3.2功能分區(qū).........12

      1.3.3房間的布置..............14

      1.3.4衛(wèi)生間的設(shè)計(jì)............16

      1.3.5人流組織說(shuō)明............17

      1.3.6防火疏散組織與樓梯的布置.......17

      1.3.7柱網(wǎng)的布置..............19

      1.4 立面設(shè)計(jì)...............20

      1.4.1立面設(shè)計(jì)要求............21

      1.4.2方案造型設(shè)計(jì)............22

      1.5 剖面設(shè)計(jì)...............25

      1.5.1剖面設(shè)計(jì)基本要求........25

      1.5.2屋面、樓面做法..........28

      1.5.3樓梯選擇.........29

      1.6細(xì)部構(gòu)造總說(shuō)明.........31

      1.6.1勒腳.............31

      1.6.2散水.............31

      1.6.3樓地面工程..............32

      1.6.4屋面工程.........32

      1.6.5門窗工程.........32

      1.6.6基礎(chǔ)工程.........33

      1.7防火設(shè)計(jì)...............34

      1.8其它說(shuō)明...............35

      2.結(jié)構(gòu)設(shè)計(jì)...........36

      2.1 板的設(shè)計(jì)...............36

      2.1.1 設(shè)計(jì)資料.........36

      2.1.2 樓蓋的結(jié)構(gòu)平面布置......36

      2.1.3單向板計(jì)算..............37

      2.1.4 雙向板計(jì)算..............40

      2.2 次梁計(jì)算...............47

      2.3框架設(shè)計(jì)...............50

      2.3.1 設(shè)計(jì)資料.........50

      2.3.2 結(jié)構(gòu)布置及結(jié)構(gòu)計(jì)算簡(jiǎn)圖.........52

      2.3.3 荷載統(tǒng)計(jì).........54

      2.3.4 內(nèi)力計(jì)算.........66

      2.3.5 內(nèi)力組合.........94

      2.3.6截面設(shè)計(jì)........102

      2.4 基礎(chǔ)設(shè)計(jì)..............114

      2.4.1基礎(chǔ)資料........114

      2.4.2荷載統(tǒng)計(jì)........115

      2.4.3地基承載力驗(yàn)算.........117

      2.4.4配筋計(jì)算........126

      2.4.5聯(lián)合基礎(chǔ)設(shè)計(jì)...........134

      2.5 樓梯設(shè)計(jì)..............138

      2.5.1 設(shè)計(jì)資料........138

      2.5.2 梯段板設(shè)計(jì).............139

      2.5.3平臺(tái)板設(shè)計(jì).............140

      2.5.4平臺(tái)梁設(shè)計(jì).............141

      2.6 雨篷設(shè)計(jì)..............143

      2.6.1 設(shè)計(jì)資料........143

      2.6.2 雨篷板抗彎強(qiáng)度計(jì)算.....143

      2.6.3 雨篷梁計(jì)算.............145 參考文獻(xiàn).............150 致謝..........152 附錄 博文圖書館圖紙目錄表...........153

      第四篇:中國(guó)土地科學(xué) 論文格式規(guī)范

      《中國(guó)土地科學(xué)》論文格式規(guī)范

      為進(jìn)一步提高《中國(guó)土地科學(xué)》刊物質(zhì)量,規(guī)范論文格式,按照國(guó)家對(duì)學(xué)術(shù)期刊編排的要求,本刊對(duì)所有來(lái)稿格式規(guī)范要求如下,敬請(qǐng)熱情支持《中國(guó)土地科學(xué)》的各界作者嚴(yán)格執(zhí)行。投稿本刊只接受電子版稿件,不接受紙質(zhì)稿件。稿件格式為Word 2003,本刊投稿網(wǎng)站:.cn 2第一頁(yè)(1)題名;(2)作者名;(3)詳細(xì)單位名稱、省及城市名稱、郵政編碼;(4)摘要;(5)關(guān)鍵詞;(6)中圖分類號(hào)、文獻(xiàn)標(biāo)識(shí)碼、文章編號(hào);(7)將以上(1)—(5)項(xiàng)的內(nèi)容對(duì)應(yīng)譯成英文;(8)頁(yè)末分列收稿日期、基金項(xiàng)目、第一作者簡(jiǎn)介。相應(yīng)格式模擬如下:

      耕地保護(hù)理念的創(chuàng)新研究(2黑)

      丁洪建1,吳次芳1,梁留科2(小4楷)

      (1.浙江大學(xué)東南土地管理學(xué)院,浙江杭州310029;2.河南大學(xué)環(huán)境與規(guī)劃學(xué)院,河南 開封 475001)(5楷)摘要(小5黑):(以下為小5宋):研究目的:×××。研究方法:×××。研究結(jié)果:×××。研究結(jié)論:×××。關(guān)鍵詞(小5黑):(以下為小5宋)××××;××××;××××

      中圖分類號(hào)(小5黑):文獻(xiàn)標(biāo)識(shí)碼(小5黑):文章編號(hào)(小5黑):

      The Innovation of the Idea of Cultivated Land Protection(3號(hào)Times New Roman)

      (以下為5號(hào)Times New Roman)DING Hong-jian, WU Ci-fang, LIANG Liu-ke

      (1.College of Southeast Land Management, Zhejiang University, Hangzhou 310029, China;

      2.College of Environment and Planning, Henan University, Kaifeng 475001, China)

      Abstract: ×××××××××××××××××××××××××××××××××××××××.Key words: ××××; ××××; ××××;××××

      ××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××××(正文為5宋)收稿日期(小5黑):(小5宋)2002-07-30

      修稿日期(小5黑):(小5宋)2002-09-02

      基金項(xiàng)目(小5黑):(小5宋)基金項(xiàng)目名稱(項(xiàng)目編號(hào))。

      第一作者(小5黑):(小5宋)姓名(出生日期),性別,籍貫,職稱(職務(wù))。主要研究方向。電子信箱,電話,身份證號(hào)碼。

      3正文(1)層次號(hào)。一律使用阿拉伯?dāng)?shù)字,頂行書寫,層次號(hào)后面空1格。(2)圖。圖須有序號(hào)、圖題、圖例、量和單位。圖序號(hào)須用阿拉伯?dāng)?shù)字,與圖題空1格,寫在圖下方,并標(biāo)有英文圖題。(3)表格。采用3線表,表頭線和表尾線為粗黑線,表兩邊不要串寫文字。表序號(hào)須用阿拉伯?dāng)?shù)字,與標(biāo)題空1格,寫在表上方,并標(biāo)有英文表題。(4)計(jì)量單位。一律使用法定計(jì)量單位。本刊只使用量值的國(guó)際符號(hào)(按規(guī)定使用大小寫),數(shù)與符號(hào)間必須間隔1/2字距。常用計(jì)量單位國(guó)際符號(hào)如:km(千米)、m(米)、cm(厘米)、mm(毫米)、kg(千克)、L(升)、hm(公頃)等。文中均不得使用上述括號(hào)中的中文名稱。(5)數(shù)字。應(yīng)盡量使用阿拉伯?dāng)?shù)字。3以內(nèi)的數(shù)字視情況可用漢字。(6)公式。要求準(zhǔn)確清晰,肩標(biāo)、腳標(biāo)標(biāo)注準(zhǔn)確,公式后標(biāo)注(式×)。(7)參考文獻(xiàn)。本刊實(shí)行實(shí)引制,內(nèi)容要注全,標(biāo)點(diǎn)要正確,每條參考文獻(xiàn)末尾用“.”。文獻(xiàn)名后請(qǐng)標(biāo)注:

      [M] 專著、[C] 論文集、[N] 報(bào)紙文章、[J] 期刊文章、[D] 學(xué)位論文、[R] 報(bào)告、[S] 標(biāo)準(zhǔn)、[P] 專利、[DB] 數(shù)據(jù)庫(kù)、[CP] 計(jì)算機(jī)程序、[EB] 電子公告、[DB/OL] 聯(lián)機(jī)網(wǎng)上數(shù)據(jù)庫(kù)、[M/CD] 光盤圖書、[J/OL] 網(wǎng)上期刊、[EB/OL] 網(wǎng)上電子公告。模擬格式如下:

      參考文獻(xiàn)(References):(小5黑)

      [1] 浦瑞良,宮鵬.高光譜遙感及其應(yīng)用[M].北京:高等教育出版社,2000:56-60.[2] 李海濤,張繼賢,等.成像光譜技術(shù)及其在土地動(dòng)態(tài)監(jiān)測(cè)中的應(yīng)用[J].中國(guó)土地科學(xué),2002,16(3):23-26.[3]王明亮.關(guān)于中國(guó)學(xué)術(shù)期刊標(biāo)準(zhǔn)化數(shù)據(jù)庫(kù)系統(tǒng)工程的進(jìn)展[EB/OL]., 1998-08-16/1998-10-04.[4]鐘文發(fā).非線性規(guī)劃在可然毒物配置中的應(yīng)用[A].趙偉.中國(guó)運(yùn)籌學(xué)會(huì)第五屆大會(huì)論文集[C].西安:西安電子科技大學(xué)出版社,1996:468-471.2112

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