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建築英語pdf

發布時間:2022-08-12 04:22:37

『壹』 哪裡有建築學方面的原版英文書

這些都是pdf的:

http://www.dspace.org/technology/architecture.pdf

http://www.koolbamboo.com/Modern%20bamboo%20architecture.pdf

http://www.acrobatplanet.com/non-fictions-ebook/download-free-ebook-rural-architecture.html

http://www.brookings.e/~/media/Files/rc/papers/2009/07_asia_pacific_hu/07_asia_pacific_hu.pdf

http://www.iabforum.com/assets/files/iab_jul06/Architecture-building%20it%20clean.pdf

http://espace.uq.e.au/eserv/UQ:9528/ethno_architects.pdf

http://www.ordosprize.org/media/common/upload/Ordos%20Prize%20News%20Release.pdf

還有就是你可以在你們那的圖書館找找

『貳』 建築 英語怎麼說

建築

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[詞性]:vt.pl.
[拼音]:jiàn zhù
[解釋]:architecture; building; build; erect for; construct; erect ; building; 1.to build; to construct; to erect; to put up; to set up 2.a building; a structure; an edifice; an erection 3.architecture ; amphiprostyle; architectural; architectural & instrial ceramics; architectural & instrial ceramics; building/construct; buildings; const; construct; construction; enneastylos; in the construction of
[參考詞典]:漢英綜合大詞典 漢英綜合科技大辭典 漢英綜合大詞典 漢英法學大詞典 漢英航海大詞典 漢英綜合大詞典

建築;建築物 bldg
建築物建築 building
建築學;建築物 architecture
建築物建築大廈 building
建築者 builder; constructor
建築證書 building certificate
建築執照 building permit; licence for the construction
建築紙 building paper
建築紙板 building paperboard; building paperboard; wallboard
建築中 under construction
建築周期 building cycle
建築軸線 building axis
建築柱式 architectural orders; architectural order; orders of ....
建築專家 building expert
建築磚 building brick
建築裝飾 architectural decoration; architectural ornament
建築准備 reserve for construction
建築資金 construction fund

『叄』 高分求涉及建築的英文論文材料

Uniaxial stress–strain relationship of concrete confined by various shaped steel tubes

K.A.S. Susantha, Hanbin Ge, Tsutomu Usami *

Department of Civil Engineering, Nagoya University, Chikusa-ku, Nagoya 464-8603, Japan
Received 31 May 2000; received in revised form 19 December 2000; accepted 14 February 2001

Abstract
A method is presented to predict the complete stress–strain curve of concrete subjected to triaxial compressive stresses caused by axial load plus lateral pressure e to the confinement action in circular, box and octagonal shaped concrete-filled steel tubes. Available empirical formulas are adopted to determine the lateral pressure exerted on concrete in circular concrete-filled steel columns. To evaluate the lateral pressure exerted on the concrete in box and octagonal shaped columns, FEM analysis is adopted with the help of a concrete–steel interaction model. Subsequently, an extensive parametric study is concted to propose an empirical
equation for the maximum average lateral pressure, which depends on the material and geometric properties of the columns. Lateral pressure so calculated is correlated to confined concrete strength through a well known empirical formula. For determination of the post-peak stress–strain relation, available experimental results are used. Based on the test results, approximated expressions to predict the slope of the descending branch and the strain at sustained concrete strength are derived for the confined concrete in columns having each type of sectional shapes. The predicted concrete strength and post-peak behavior are found to exhibit good
agreement with the test results within the accepted limits. The proposed model is intended to be used in fiber analysis involving beam–column elements in order to establish an ultimate state prediction criterion for concrete-filled steel columns designed as earthquake resisting structures. •2001 Elsevier Science Ltd. All rights reserved.

Keywords: Concrete-filled tubes; Confinement; Concrete strength; Ductility; Stress–strain relation; Fiber analysis

1. Introction

Concrete-filled steel tubes (CFT) are becoming increasingly popular in recent decades e to their excellent earthquake resisting characteristics such as high ctility and improved strength. As a result, numerous experimental investigations have been carried out in recent years to examine the overall performance of CFT columns [1–11]. Although the behavior of CFT columns has been extensively examined, the concrete core confinement is not yet well understood. Many of the previous research works have been mainly focused on investigating the performance of CFT columns with various limitations. The main variables subjected to such limitations were the concrete strength, plate width-to- thickness (or radius-to-thickness) ratios and shapes of the sections. Steel strength, column slenderness ratio and rate of loading were also additionally considered. It is understandable that examination of the effects of all the above factors on performances of CFTs in a wider range, exclusively on experimental manner, is difficult and costly. This can be overcome by following a suitable numerical theoretical approach which is capable of handling many experimentally unmanageable situations. At present, finite element analysis (FEM) is considered as the most powerful and accurate tool to simulate the actual behavior of structures. The accurate constitutive relationships for materials are essential for reliable results when such analysis proceres are involved. For example, CFT behavior may well be investigated through a suitable FEM analysis procere, provided that appropriate steel and concrete material models are available. One of the simplest yet powerful techniques for the examination of CFTs is fiber analysis. In this procere the cross section is discretized into many small regions where a uniaxial constitutive relationship of either concrete or steel is assigned. This type of analysis can be employed to predict the load–displacement relationships of CFT columns designed as earthquake resisting structures. The accuracy involved with the fiber analysis is found to be quite satisfactory with respect to the practical design purposes.

At present, an accurate stress–strain relationship for steel, which is readily applicable in the fiber analysis, is currently available [12]. However, in the case of concrete, only a few models that are suited for such analysis can be found [3,8,9]. Among them, in Tomii and Sakino』s model [3], which is applicable to square shaped columns, the strength improvement e to confinement has been neglected. Tang et al. [8] developed a model for circular tubes by taking into account the effect of geometry and material properties on strength enhancement as well as the post-peak behavior. Watanabe et al. [9] concted model tests to determine a stress–strain relationship for confined concrete and subsequently proposed a method to analyze the ultimate behavior of concrete-filled box columns considering local buckling of component plates and initial imperfections. Among the other recent investigations, the work done by Schneider [10] investigated the effect of steel tube shape and wall thickness on the ultimate strength of the composite columns. El-Tawil and Deierlein [11] reviewed and evaluated the concrete encased composite design provisions of the American Concrete Institute Code (ACI 318) [13], the AISC-LRFD Specifications [14] and the AISC Seismic Provisions [15], based on fiber section analyses considering the inelastic behavior of steel and concrete.

In this study, an analytical approach based on the existing experimental results is attempted to determine a complete uniaxial stress–strain law for confined concrete in relatively thick-walled CFT columns. The primary objective of the proposed stress–strain model is its application in fiber analysis to investigate the inelastic behavior of CFT columns in compression or combined compression and bending. Such analyses are useful in establishing rational strength and ctility prediction proceres of seismic resisting structures. Three types of sectional shapes such as circular, box and octagonal are considered. A concrete–steel interaction model is employed to estimate the lateral pressure on concrete. Then, the maximum lateral pressure is correlated to the strength of confined concrete through an empirical formula. A method based on the results of fiber analysis using assumed concrete models is adopted to calibrate the post-peak behavior of the proposed model. Finally, the complete axial load–average axial strain curves obtained through the fiber analysis using the newly proposed material model are compared with the test results. It should be noted that a similar type of interaction model as used in this study has been adopted by Nishiyama et al. [16], which has been combined with a so called peak load condition line in order to determine the maximum lateral pressure on reinforced concrete columns.

Meanwhile, previous researches [17,18] indicate that the stress–strain relationship of concrete under compressive load histories proces an envelope curve identical to the stress–strain curve obtained under monotonic loading. Therefore, in further studies, the proposed confined uniaxial stress–strain law can be extended to a cyclic stress–strain relationship of confined concrete by including a suitable unloading/reloading stress–strain rule.

2. Theoretical background
2.1. Characteristic points on confined concrete stress–strain curve

Referring to Fig. 1(General stress–strain curves for confined and unconfined concrete.), the following characteristic points have been identified to define a complete stress–strain curve when concrete is confined by surrounding steel tubes. The notation in the figure is as follows: f 』c is the strength of unconfined concrete; f 』cc is the strength of confined concrete; εc is the strain at the peak of unconfined concrete; εcc is the strain at the peak of confined concrete; εu is the ultimate strain of unconfined concrete; fu is the ultimate strength of unconfined concrete; εcu is the ultimate strain of confined concrete; and αf 』cc is the resial strength of confined concrete at very high strain levels. The expression for the complete stress–strain curve is defined as suggested by Popovics [19], which was later modified by Mander et al. [20] and given by where fc and ε denote the longitudinal compressive stress and strain, respectively; Ec stands for the tangent molus of elasticity of concrete. It should be noted that Eq. (1) has been defined even for the post-peak region, in this study, it is utilized only up to the peak point. The post-peak behavior is treated separately by assuming a linearly varied stress–strain relation as will be discussed in Section 4. 【1-4 Fig. 1】

2.2. Confinement action in circular CFT columns
In short CFT columns with relatively thick-walled sections designed for seismic purposes, failure is mainly caused e to concrete crushing. The mode of failure is governed by the indivial behavior of each component. The behavior of concrete in CFT columns under monotonically increasing axial load can be explained in terms of concrete–steel interaction. The confinement effect does not exist at the early stage of loading owing to the fact that the Poisson ratio of concrete is lower than that of steel at the initial loading stage. At this level of loading, the circumferential steel hoop stresses are in compression and the concrete is under lateral tension provided that no separation between concrete and steel occurs (i.e., the bond between two materials does not break). However, as the axial load increases, the lateral expansion of concrete graally becomes greater than the steel e to the change of the Poisson ratio of concrete, and therefore a radial pressure develops at the concrete– steel interface. At this stage, confinement of the concrete core is achieved and the steel is in hoop tension.
Load transferring from the steel tube to the concrete occurs at this stage. It is observed that the load at this stage is higher than the sum of loads that can be achieved by steel and concrete acting independently.

In the triaxial stress state the uniaxial compressive concrete strength can be given by 【5】 where frp is the maximum radial pressure on concrete and m is an empirical coefficient. In the past a lot of extensive experimental studies have been carried out to determine a value for coefficient m and it is found that for normal strength concrete, m is in the range of 4–6 [21]. In this study m is assumed to be 4.0. The radial pressure, fr, can be expressed by the relationship given in Eq. (6), which is easily derived by considering the equilibrium of horizontal forces on a circular section: 【6】
Here, fsr, t and D denote the circumference stress in steel, the thickness and the outer diameter of the tube, respectively.

3. Evaluation of confinement in various shaped CFT columns

3.1. Circular section

Determination of the confinement level in circular tubes is found in the method proposed by Tang et al. [8]. In this method, the change of the Poisson ratio of concrete and steel with column loading is investigated. An empirical factor, β, is introced for this purpose and subsequently the lateral pressure at the peak load is given by 【7】 Factor β is defined as 【8】 where νe and νs are the Poisson ratios of a steel tube with and without filled-in concrete, respectively. Here, νs is taken as equal to 0.50 at the maximum strength point, and νe is given by the following expressions: 【9 10】 Here, t, D and f 』c are the same as previously defined and fy stands for the yield stress of steel. The above equation is applicable for (f 』c/fy) ranging from 0.04 to 0.20 where most of the practically feasible columns are found within. A detailed description of the method can be found in Tang et al. [8]. It is clear that frp given by Eq. (7) depends on both the material properties and the geometry of the column. Subsequently, frp calculated from Eq. (7) is substituted into Eq. (5) to determine the confined concrete strength, f 』cc.

摘要部分的翻譯:

各種斷面形狀鋼管混凝土的單軸應力應變關系
K.A.S. Susantha , Hanbin Ge, Tsutomu Usami*

土木工程學院,名古屋大學, Chikusa-ku ,名古屋 464-8603, 日本
收訖於2000年5月31日 ; 正式校定於2000年12月19日; 被認可於2001年2月14日
¬¬
摘要
一種預測受三軸壓應力混凝土的完全應力-應變曲線的方法被提出,這種三軸壓應力是由環形、箱形和八角形的鋼管混凝土中的限製作用導致的軸向荷載加測向壓力所產生的。有效的經驗公式被用來確定施加於環形鋼管混凝土柱內混凝土的側向壓力。FEM(有限元)分析法和混凝土-鋼箍交互作用模型已被用來估計施加於箱形和八角形柱的混凝土側向壓力。接著,進行了廣泛的參數研究,旨在提出一個經驗公式,確定不同的筒材料和結構特性下的最大平均側向壓力。如此計算出的側向壓力通過一個著名經驗公式確定出側向受限混凝土強度。對於高峰之後的應力-應變關系的確定,使用了有效的試驗結果。基於這些測試結果,和近似表達式來推算下降段的斜度和各種斷面形狀的筒內側向受限混凝土在確認的混凝土強度下的應變。推算出的混凝土強度和後峰值性能在允許的界限內與測試結果吻合得非常好。所提出的模型可用於包括樑柱構件在內的纖維分析,以確定抗震結構設計中混凝土填充鋼柱筒的極限狀態的推算標准。 •版權所有2001 Elsevier科學技術有限公司。
關鍵詞: 鋼管混凝土;限制;混凝土強度;延性;應力應變關系;纖維分析

這是當年畢業時我的翻譯,因為原文有圖表等原文也超過10000字,沒法在這里發,如需要原文(pdf版及word版)及全部翻譯(5000字,中文),請留下郵箱。

『肆』 「建築」用英語怎麼說

建築的英語是:architecture 音標:[ˈɑːkɪtɛktʃə],按照音標讀。

『伍』 各類建築類英語單詞

建築類英語單詞有build、building、apartment、infrastructure、architecture。

一、build:

1、讀音:英 [bɪld],美 [bɪld]

2、意思:

v. 建造;開發;創建;逐漸增強

n. 體格;身材

3、例句:

That house is build of bricks.

那座房子是磚造的。

二、building:

1、讀音:英 ['bɪldɪŋ],美 ['bɪldɪŋ]

2、意思:

n. 建築物

3、例句:

The heat had blistered the paint of the building.

酷熱使建築物上的油漆起了浮泡。

三、apartment:

1、讀音:英 [ə'pɑːtmənt],美 [ə'pɑːrtmənt]

2、意思:

n. 公寓

3、例句:

I have an apartment in downtown Manhattan.

我在曼哈頓中心區有一套住房。



四、infrastructure:

1、讀音:英 ['ɪnfrəstrʌktʃə(r)],美 ['ɪnfrəstrʌktʃər]

2、意思:

n. 基礎;基礎設施

3、例句:

We actively press ahead with the infrastructure development plan.

我們積極推進基礎建設計劃。

五、architecture:

1、讀音:英 ['ɑːkɪtektʃə(r)],美 ['ɑːrkɪtektʃər]

2、意思:

n. 建築學;結構;一座建築物;總稱建築物;建築風格;【計算機】計算機構造,架構,體系結構,結構格式

3、例句:

He obtained a diploma in architecture.

他獲得了建築學的學位證書。

『陸』 英國著名建築物英文簡介

一、愛丁堡城堡

1、英文

Edinburgh Castle is the symbol of the spirit of Edinburgh and even Scotland. It stands on the top of the extinct volcanic rocks and overlooks the city of Edinburgh.

Every August, a military band arrangement is held here, which shows the grandeur and grandeur of Edinburgh Castle.

No one who travels to Edinburgh will miss Edinburgh Castle, which can be seen from all corners of the city centre.

Edinburgh Castle became a royal castle in the 6th century, and Edinburgh Castle has since become an important royal residence and national administrative center.

2、翻譯

愛丁堡城堡是愛丁堡甚至於蘇格蘭精神的象徵,聳立在死火山岩頂上,居高俯視愛丁堡市區,每年八月在此舉辦軍樂隊分列式,更將愛丁堡城堡庄嚴雄偉的氣氛表露無遺。

到愛丁堡旅遊的人都不會錯過愛丁堡城堡,愛丁堡城堡在市中心各角落都可看到。愛丁堡城堡在6世紀時成為皇室堡壘,愛丁堡城堡自此成為重要皇家住所和國家行政中心。

二、白金漢宮

1、英文

Buckingham Palace is the principal dormitory and office of the British monarch in London.

Located in Westminster, the palace is one of the venues for national celebrations and royal welcoming ceremonies, as well as an important tourist attraction.

Buckingham Palace is also an important gathering place at a time of celebration or crisis in British history.

From 1703 to 1705, Buckingham Palace, a large town hall building, was built here by Buckingham and John Sheffield, Duke of Normanby, which constitutes the main building of today.

In 1761, George III acquired the mansion and served as a private dormitory.

Since then, the palace expansion project has lasted for more than 75 years, mainly presided over by architects John Nassy and Edward Broll, which constructed three-sided buildings for the central courtyard.

In 1837, Queen Victoria ascended the throne and Buckingham Palace became the official palace of the King of England.

At the end of the 19th century and the beginning of the 20th century, the public facade of the palace was built, forming the image of Buckingham Palace that continues today.

During World War II, the palace chapel was destroyed by a German bomb attack.

The Queen's Gallery on its site was opened to the public in 1962, displaying the Royal Collection.

Buckingham Palace is now open to visitors. Every morning, there will be a famous handover ceremony of the guards, which has become a great view of British Royal culture.

2、翻譯

白金漢宮是英國君主位於倫敦的主要寢宮及辦公處。宮殿坐落在威斯敏斯特,是國家慶典和王室歡迎禮舉行場地之一,也是一處重要的旅遊景點。

在英國歷史上的歡慶或危機時刻,白金漢宮也是一處重要的集會場所。1703-1705年,白金漢和諾曼比公爵約翰·謝菲爾德在此興建了一處大型鎮廳建築「白金漢宮」,構成了今天的主體建築。

1761年,喬治三世獲得該府邸,並作為一處私人寢宮。此後宮殿的擴建工程持續超過了75年,主要由建築師約翰·納西和愛德華·布羅爾主持,為中央庭院構築了三側建築。

1837年,維多利亞女王登基後,白金漢宮成為英王正式宮寢。19世紀末20世紀初,宮殿公共立面修建,形成延續至今天白金漢宮形象。二戰期間,宮殿禮拜堂遭一枚德國炸彈襲擊而毀;

在其址上建立的女王畫廊於1962年向公眾開放,展示皇家收藏品。現在的白金漢宮對外開放參觀,每天清晨都會進行著名的禁衛軍交接典禮,成為英國王室文化的一大景觀。

三、伊麗莎白塔

1、英文

Elizabeth Tower, formerly known as Big Ben, is the Bell Tower of Westminster Palace, one of the world's famous Gothic buildings, the landmark building of London.

In June 2012, Britain announced the renaming of the Bell Tower of Big Ben, a famous landmark in London, as "Elizabeth Tower".

The tower of Elizabeth is a bell tower on the Thames River in London, England. It is one of the landmarks of London. The bell tower is 95 meters high, 7 meters in diameter and 13.5 tons in weight.

Every 15 minutes, the Westminster bell rings. Since the construction of the Jubilee Metro Line, the tower of Elizabeth has been affected. Measurements show that the tower tilts about half a meter northwest.

The tower of Elizabeth, built on April 10, 1858, is the largest clock in Britain. The tower is 320 feet tall and the minute needle is 14 feet long.

Elizabeth's tower is artificially wound. During congressional meetings, the clock shines every hour.

Every year, when the time changes between summer and winter, the clock will stop and repair, exchange parts, and adjust the tone of the clock.

2、翻譯

伊麗莎白塔,舊稱大本鍾,即威斯敏斯特宮鍾塔,世界上著名的哥特式建築之一,倫敦的標志性建築。

英國國會會議廳附屬的鍾樓的大報時鍾,2012年6月,英國宣布把倫敦著名地標「大本鍾」的鍾樓改名為「伊麗莎白塔」。

伊麗莎白塔是坐落在英國倫敦泰晤士河畔的一座鍾樓,是倫敦的標志性建築之一。鍾樓高95米,鍾直徑7米,重13.5噸。

每15分鍾響一次,敲響威斯敏斯特鍾聲。自從興建地鐵Jubilee線之後,伊麗莎白塔受到影響,測量顯示伊麗莎白塔朝西北方向傾斜約半米。

伊麗莎白塔於1858年4月10日建成,是英國最大的鍾。塔有320英尺高,分針有14英尺長,伊麗莎白塔用人工發條,國會開會期間,鍾面會發出光芒,每隔一小時報時一次。

每年的夏季與冬季時間轉換時會把鍾停止,進行零件的修補、交換、鍾的調音等。

四、威斯敏斯特宮

1、英文

Westminster Palace, also known as the House of Parliament, is the seat of the British Parliament.

Westminster Palace is one of the representative works of Gothic Renaissance Architecture, which was listed as World Cultural Heritage in 1987.

The building consists of about 1,100 separate rooms, 100 stairs and 4.8 kilometers of corridors.

Although today's palaces were basically rebuilt in the 19th century, many of the original historical relics, such as the Westminster Hall, are still preserved.

Today they are used for major public ceremonies, such as pre-funeral displays.

2、翻譯

威斯敏斯特宮,又稱議會大廈是英國議會的所在地。威斯敏斯特宮是哥特復興式建築的代表作之一,1987年被列為世界文化遺產。

該建築包括約1,100個獨立房間、100座樓梯和4.8公里長的走廊。盡管今天的宮殿基本上由19世紀重修而來,但依然保留了初建時的許多歷史遺跡,如威斯敏斯特廳,今天用作重大的公共慶典儀式,如國葬前的陳列等。

五、倫敦眼

1、英文

London Eye, situated on the Thames River in London, UK, is the world's first and largest Ferris wheel for sightseeing up to 2005. It is one of London's landmarks and famous tourist attractions.

The London Eye is built to celebrate the new millennium, so it is also called the Millennium Ferris Wheel. Passengers can take the London Eye to get a bird's eye view of London.

The London Eye becomes a huge blue halo at night, which greatly adds to the dreamlike temperament of the Thames River.

The London Eye also lights up the 2015 British general election, with the red light representing the British Labour Party, the blue representing the Conservative Party.

the purple representing the British Independent Party, and the Yellow representing the Liberal Democratic Party.

2、翻譯

倫敦眼,坐落在英國倫敦泰晤士河畔,是世界上首座、同時截至2005年最大的觀景摩天輪,為倫敦的地標及出名旅遊觀光點之一。

倫敦眼是為慶祝新千年而建造,因此又稱千禧摩天輪。乘客可以乘坐倫敦眼升上半空,鳥瞰倫敦。

倫敦眼在夜間則化成了一個巨大的藍色光環,大大增添了泰晤士河的夢幻氣質。倫敦眼還為2015英國大選亮燈,紅燈代表英國工黨,藍色代表保守黨,紫色代表英國獨立黨,黃色代表自由民主黨。

參考資料來源:網路——愛丁堡城堡

參考資料來源:網路——白金漢宮

參考資料來源:網路——伊麗莎白塔

參考資料來源:網路——威斯敏斯特宮

參考資料來源:網路——倫敦眼

『柒』 求建築類英漢詞典和漢英詞典

英語詞典
新世紀漢英科技大詞典
http://bbs2.sinoaec.com/forum/detail2434798_1.html
科技詞典 翻譯的時候很實用的工具-新世紀漢英科技大詞典(同上貼)
http://bbs2.sinoaec.com/forum/detail2541629_1.html
土木工程英語詞典 (繁體版本)wam504
http://bbs.sinoaec.com/forum/detail614428_1.html
施工建築專業英語詞典(pdf版) (本貼附件未含)
http://bbs.sinoaec.com/forum/detail1483882_1.html
專業英語詞典(WORD版) (本貼附件未含)
http://bbs.sinoaec.com/forum/detail1197410_1.html
英漢工程造價管理詞典 小內cool
http://bbs2.sinoaec.com/forum/detail2486454_1.html
分享《項目管理英漢詞典》 Bigpond
http://bbs.sinoaec.com/forum/detail502610_1.html
小軟體-項目管理小詞典(根據上貼製作的) braveboat
http://bbs.sinoaec.com/forum/detail511841_1.html
<<英漢電工電子大詞典>> PDF格式
http://bbs2.sinoaec.com/forum/detail1897413_1.html
水利水電英漢詞典 frankgb
http://bbs.sinoaec.com/forum/detail469561_1.html
水利水電工程英漢(漢英)詞典軟體
http://bbs2.sinoaec.com/forum/detail1231830_1.html
電工技術詞典 德英俄漢
http://bbs2.sinoaec.com/forum/detail2456900_1.html
電力專業英語 (本貼附件未含)
http://bbs2.sinoaec.com/forum/detail819564_1.html
《漢英電力工程技術詞彙》 PDF格式(本貼附件未含)
http://bbs2.sinoaec.com/forum/detail2182640_1.html
英漢·漢英房地產實用詞典(大多(本貼附件未含))
http://bbs.sinoaec.com/forum/detail965343_1.html
漢英-英漢道路與交通工程詞典 PDG格式
http://bbs2.sinoaec.com/forum/detail1990176_1.html
測繪專業詞典(軟體下載)
http://bbs2.sinoaec.com/forum/dispbbs.asp?rootid=2333196
精選英漢計算機詞典
http://bbs2.sinoaec.com/forum/detail854423_1.html

英漢詞彙
[轉貼]土木工程常用術語英語翻譯及名詞解釋 teyjzy_yl
http://bbs.sinoaec.com/forum/detail486385_1.html
土木工程常用英語術語.doc (同上貼內容)
http://bbs2.sinoaec.com/forum/detail2515339_1.html
項目管理詞彙英漢對照索引 hansom
http://bbs.sinoaec.com/forum/detail525228_1.html
工程英語 (項目管理詞彙英漢對照索引.pdf)
http://bbs.sinoaec.com/forum/detail1148914_1.html
項目管理詞彙ABC! yyx1013
http://bbs.sinoaec.com/forum/detail320225_1.html
建築專業英語詞彙【歡迎下載】 tutu123
http://bbs.sinoaec.com/forum/detail491076_2.html
建築專業英語詞彙 zxb1985-------同上貼一樣
http://bbs.sinoaec.com/forum/detail695281_1.html
建築英語詞彙
http://bbs.sinoaec.com/forum/detail744784_1.html
建築類結構類專業英語詞彙
http://bbs.sinoaec.com/forum/detail789966_1.html
專業詞彙解釋(全英語) w_j_hh
http://bbs.sinoaec.com/forum/detail291260_1.html
專業詞彙解釋(英文建築專業詞彙解釋--也是英英解釋的)
http://bbs.sinoaec.com/forum/detail1148608_1.html
土木詞典-土木常用詞的英語翻譯
http://bbs2.sinoaec.com/forum/detail1876897_1.html
岩土詞彙 天高任鳥
http://bbs.sinoaec.com/forum/detail550763_1.html
岩土英文詞彙 PDF格式(本貼附件未含)
http://bbs2.sinoaec.com/forum/detail2551575_1.html
土木工程類英文專業詞彙
http://bbs.sinoaec.com/forum/detail909062_1.html
邊坡工程詞彙
http://bbs2.sinoaec.com/forum/detail2557238_1.html
新來的,給大家一個好東西,岩土專業英語 cccai
http://bbs.sinoaec.com/forum/detail641499_1.html
結構工程常用詞彙英漢對照 teyjzy_yl
http://bbs.sinoaec.com/forum/detail486383_1.html
規劃詞典 yhs982
http://bbs.sinoaec.com/forum/detail586626_1.html
規劃專業英語 (本貼附件未含)
http://bbs2.sinoaec.com/forum/detail2515373_1.html
規劃英語詞彙表 (本貼附件未含)
http://bbs2.sinoaec.com/forum/detail2527019_1.html
電氣英語詞彙(本貼附件未含)
http://bbs2.zhulong.com/forum/detail3698267_1.html
電力專業英語詞彙
http://bbs.sinoaec.com/forum/detail805068_1.html
照明燈飾燈具分類英語詞彙
http://bbs2.sinoaec.com/forum/detail2506960_1.html
英漢對照電工名詞術語中文注釋 (本貼附件未含)
http://bbs2.zhulong.com/forum/detail1733951_1.html
火電廠英語專業詞彙 (本貼附件未含)
http://bbs2.zhulong.com/forum/detail3596258_1.html
鋼結構專業英語詞彙 (本貼附件未含)
http://bbs2.zhulong.com/forum/detail3548214_1.html
機械英語詞彙(本貼附件未含)
http://bbs2.zhulong.com/forum/detail2818253_1.html
起重機一些常用英語詞彙.doc (本貼附件未含)
http://bbs2.zhulong.com/forum/detail3214034_1.html
水質詞彙 cmercury
http://bbs.sinoaec.com/forum/detail147666_1.html
環境工程術語(中英文對照)
http://bbs.sinoaec.com/forum/detail1089871_1.html
求:環境工程與環境科學專業英語詞彙!(本貼附件未含)
http://bbs2.zhulong.com/forum/detail3092385_1.html
求助建築詞彙、英漢互譯!!!
http://bbs.sinoaec.com/forum/detail562391_1.html
測繪類詞彙中英文對照.txt
http://bbs.sinoaec.com/forum/detail624574_2.html
漢英測繪詞彙 PDF格式(本貼附件未含)
http://bbs2.sinoaec.com/forum/detail1600426_1.html
專業詞彙 windflower
http://bbs.sinoaec.com/forum/detail81419_1.html等請搜
工地英語
http://bbs.sinoaec.com/forum/detail794173_1.html
中英文力學詞彙
http://bbs.sinoaec.com/forum/detail771859_1.html
專業英語詞彙
http://bbs.sinoaec.com/forum/detail766878_1.html
比較全的暖通英漢對照詞彙 (本貼附件未含)
http://bbs2.sinoaec.com/forum/detail1953858_1.html
閥門英漢對照表
http://bbs.sinoaec.com/forum/detail986069_1.html
中英文石化詞彙.rar (本貼附件未含)
http://bbs2.sinoaec.com/forum/detail2563975_1.html
建築史專用詞彙中英對照
http://bbs.sinoaec.com/forum/detail1047730_1.html
建築史史名詞中英文對照
http://bbs.sinoaec.com/forum/detail994489_1.html
園林史 中英文對照
http://bbs.sinoaec.com/forum/detail31159_1.html
路橋專用英語
http://bbs.sinoaec.com/forum/detail1067359_1.html
道路工程英語詞彙.pdf (本貼附件未含)
http://bbs2.sinoaec.com/forum/detail2515476_1.html
鐵路詞彙中英文對照(本貼附件未含)
http://bbs2.zhulong.com/forum/detail3763871_1.html
自己摘了一點詞彙,以求共享,東西少,見諒! 關於FIDIC的
http://bbs.sinoaec.com/forum/detail1631294_1.html
CAD 中英文詞彙對照表 (本貼附件未含)
http://bbs.sinoaec.com/forum/detail1526886_1.html
AutoCAD中所有英語詞彙的翻譯 (本貼附件未含)
http://bbs2.zhulong.com/forum/detail3412407_1.html
英漢住房、城市規劃與建築管理詞彙(大多(本貼附件未含))
http://bbs.sinoaec.com/forum/detail934732_1.html
電鍍詞典
http://bbs2.sinoaec.com/forum/detail2364789_1.html
人力資源管理專業英語詞彙
http://bbs2.zhulong.com/forum/detail3650003_1.html

其它相關內容
網上建築詞典 xiaomao
http://bbs.sinoaec.com/forum/detail14734_1.html
http://www.sinoaec.com/cn/dict/index.htm
GIS詞典英文WORD版
http://bbs.sinoaec.com/forum/detail1179334_1.html
建築專業英語詞典或者翻譯軟體的電子版
http://bbs.sinoaec.com/forum/detail1053986_1.html
徵集工程資料(英文) (多(本貼附件未含))
http://bbs.sinoaec.com/forum/detail330042_1.html
誰可以提供專業外語詞彙下載
http://bbs.sinoaec.com/forum/detail575969_1.html
歐洲建築詞彙表 bope
http://bbs.sinoaec.com/forum/detail495753_1.html
英漢化學圖解詞彙 (34塊) chijiaowang(大多(本貼附件未含))
http://bbs.sinoaec.com/forum/detail553424_1.html
南京文登夏倚榮老師新大綱新增詞彙中文釋義 thy123
http://bbs.sinoaec.com/forum/detail455711_1.html
各種中英文合同文本匯總(多(本貼附件未含))
http://bbs.sinoaec.com/forum/detail625394_1.html
職稱考試計算機模擬光碟免費excel國家版
http://bbs2.sinoaec.com/forum/detail1660155_1.html
職稱英語考試題
http://bbs.sinoaec.com/forum/detail279531_1.html
英語學習書籍
http://bbs.sinoaec.com/forum/detail313101_1.html
測繪英語在線詞典
http://bbs2.sinoaec.com/forum/detail1992182_1.html
英-英在線詞典
http://bbs2.sinoaec.com/forum/detail1063668_1.html

『捌』 建築用英語

鍛壓直角扣 Forging rectangular buckle
電鍍出廠含稅價(元/套) Electroplating factory tax Price (Yuan / set)
鍛造旋轉扣 Forging rotary buckle
懸梁扣件 Cantilever fastener
豬耳扣件 Fournieri fastener
固板扣 Solid plate buckle
油漆價格 Paint price
鍍鋅價格 Zinc prices
雜木 undesirable tree
楊木 cotton wood
腳手架 Scaffolding
踏板 Pedal
斜拉 Cable-Stayed
連接棒 Connecting rod
梯形腳手架 Ladder Scaffolding
門型腳手架 Door-type scaffolding

『玖』 建築用英語怎麼說

building

讀音:英['bɪldɪŋ] 美['bɪldɪŋ]

釋義;

n. (名詞)

1、建築物,建築

2、房屋,公寓,宅子,樓房,房子

3、建築術,建築業

4、大樓,大廈

5、製造,營造,構造,建造

用法:

1、building的基本意思是「建築物」,可指各種用途、大小、形式的建築,是建築物的總稱,是可數名詞。

2、building還可指「建築」,指一種抽象的藝術或行業,為不可數名詞。

3、building用作可數名詞時其復數為buildings。

4、the...Building作「…大廈」解,是美式英語,相當於英式英語里的「...House」(沒有the)。

(9)建築英語pdf擴展閱讀

詞義辨析

building, edifice, structure這三個詞的共同意思是「建築物」。

其區別是:

building是一般用語,是各類建築物的總稱,可指各種用途、各種大小和用各種材料建造的房子,但並不指明建築物的具體用處、大小、樣式及所用材料。例如:

Houses and churches are buildings.

房屋和教堂都是建築物。

edifice是正式用語,尤指宏偉高大的建築。例如:

The cathedral is a handsome edifice.

這座大教堂是一座雄偉壯觀的建築物。

structure則強調建築物構造的模式。例如:

The new library is a fireproof structure.

新圖書館是一棟防火建築。

閱讀全文

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