您了解核心期刊吗？是一定要发核心吗？
CSI 还是 EI
《建筑知识》刊号，ISSN：1002-8544;C：11-1243/TU。对比刊号，就可以知道是不是一个样的。应该是国家级期刊。
<<建筑专业标注规范大全>>你上网搜一下，是个 已编译的 HTML 帮助文件 里面对很多类房屋住宅及其他工程的设计都有详细说明，相当于几十本书！！
此刊物在新闻出版总署上查询结果是：媒体名称 Frontiers of Architec-tural Research(《建筑学研究前沿》(英文)) 注册地址 机构刊号 10-1024/TU 联系电话 机构类别 期刊 主管单位 中华人民共和国教育部 主办单位 高等教育出版社有限公司、东南大学 语种 英语 不知道能不能帮到你。
CSI 还是 EI
没用的，这是英文的期刊，英文的你评不了的。给你的也是假的中文版
《建筑学研究前沿》期刊声明《建筑学研究前沿》（Frontiers of Architectural Research）是由高等教育出版社和东南大学联合主办的全英文学术期刊，覆盖建筑学、城乡规划和风景园林三个一级学科，是教育部重点支持的前沿系列（Frontiers）学术期刊中的一本。本刊于2012年创刊，为季刊（一年四期），全球发行，开放获取（Open Access），不收取任何版面费。《建筑学研究前沿》优先发表创新突出、科学性和技术性强的研究论文及特定研究领域中的综述性文章及案例分析，采用严格科学方法和使用前沿技术进行研究的论文，同时也欢迎探讨建筑社会属性的高水平论文。对所有论文将严格进行同行评议并只接受英文投稿。近期，社会上一些不法分子，假冒《建筑学研究前沿》官网、假冒《建筑学研究前沿》编辑部，以违法欺诈手段，取投稿人支付版面费“发表”文章，严重侵害了《建筑学研究前沿》期刊的名誉，影响了广大读者和作者对我刊的信任，造成不良社会影响，性质恶劣。高等教育出版社与东南大学郑重声明：《建筑学研究前沿》期刊始终以创办高水平学术期刊、弘扬学术文化为己任，从未委托过任何机构、任何个人或网站代理征集稿件及相关事宜，亦不存在内部推荐和收取论文版面费保证刊登等不正当学术行为，文章质量是稿件取舍的终极标准。凡以《建筑学研究前沿》名义和主编王建国名义出版的中文期刊均系冒牌。《建筑学研究前沿》官方网址：，期刊投稿地址：，编辑部电话：010-58556484。如有任何疑问，请拨打电话咨询。对盗用《建筑学研究前沿》名义的任何不法行为及其个人，我们将依法追究其法律责任。
2020年QS全球建筑专业院校排名TOP51、美国麻省理工学院麻省理工学院，简称MIT，是美国培养高级科技人才和管理人才、从事科学与技术教育与研究的一所私立大学，有“世界理工大学之最”的美名，基于其在学术领域的领先地位，MIT也常被纳入常春藤编外成员（Ivy Plus）。2、荷兰代尔夫特理工大学代尔夫特理工大学是荷兰历史最悠久、规模最大、专业涉及范围最广的理工大学，世界百强名校之一。其专业几乎涵盖了所有的工程科学领域。被誉为“欧洲的麻省理工”，是世界顶尖理工大学之一。3、英国巴特利特建筑学院巴特莱特建筑学院(The Bartlett)隶属于伦敦大学学院(UCL)，伦敦大学学院是一所誉满全球的顶尖名校，而巴特莱特建筑学院则是伦敦大学学院最负盛名的学院之一，也是世界公认最顶尖最具影响力的建筑学院之一。4、瑞士ETH Zurich (苏黎世联邦理工学院)苏黎世联邦理工学院，简称ETH Zürich，是享誉全球的世界顶尖研究型大学，隶属于瑞士联邦政府，享有“欧陆第一名校”的美誉。ETH是德语区高校之最，在全世界范围与英语教学下的美国麻省理工学院享有同样崇高的声誉。5、美国哈佛大学哈佛大学（Harvard University），简称“哈佛”，是一所享誉世界的私立研究型大学，是著名的常春藤盟校成员。其在文学、医学、法学、商学等多个领域拥有崇高的学术地位及广泛的影响力，被公认为是当今世界最顶尖的高等教育机构之一 。
英国建筑设计院校推荐：一、剑桥大学学校拥有从中世纪一直保存到现在的卓越建筑，提供给学生非常好的学习实例。剑桥大学的教学与研究水平一直处于全英首位。在剑桥，将由建筑领域首屈一指的专家学者以及实习建筑师们予以授课。设施方面，拥有一流的图书馆，工作室，文印室和工作间，以及专门制作模型和更大装置的陈列区域。二、伦敦大学学院(UCL)在2014研究卓越框架评审中，该项目研究实力获得81%世界级领先水平或国际优秀水平的评定。本专业因其创新以及在设计、历史和理论，专业实践以及创新技术上的实践研究而著名。自2001年以来，学校建筑学院一直被建筑师杂志评为英国最佳建筑学院。三、爱丁堡大学爱丁堡建筑与园林学院提供专业的建筑学课程，通过英国皇家建筑师协会以及英国建筑师注册局认证。是英国最大的建筑与园林学院之一，享有很高的国际声望。其毕业生持续获得国内及国际水平的奖项与认可。建筑历史硕士专业是全英仅有的两个专业之一。四、曼彻斯特大学曼大的教学质量始终位居英国独立教学质量评估的前列，每年的全球大学排名也始终位居世界前列，校友包括25位诺贝尔奖得主和众多国际名人。其中包括国际杰出建筑大师、第21届普利兹克建筑奖得主Norman Foster(诺曼·福斯特)以及英国著名建筑大师Stephen Hodder等。五、谢菲尔德大学谢菲尔德建筑专业由建筑领域最前沿的讲师进行授课以及设计教学。英国皇家建筑师协会(RIBA)认证，一般来说，学生在继续两年的建筑硕士学位前会选择在谢菲尔德或其他学校进行为期一年的专业实习。所有建筑师资格都符合建筑师注册管理局的规定，从本专业毕业后可以注册成为建筑师。
法国的建筑学学风都是古典学风，而德国是现代建筑思潮（确实比较实用化）的发源地，有包豪斯校舍等，应该说德国现代主义的风格优势 总之各有特色各有偏重…… 呵呵 资金嘛……这两个国家留学都比较费钱的，要靠奖学金。不过北欧留学很便宜，他们是国家办学，貌似没学费，并且那儿也出了不少好建筑师的，那儿建筑设计风格是人情化、地方特色，与德、法又不一样了。
全球最高的建筑是哈利法塔／迪拜塔。它插入云霄，高达828米，明显比东方明珠塔和广州塔高，比上海中心大厦高一点，像是一个巨人
Uniaxial stress–strain relationship of concrete confined by various shaped steel tubesKAS Susantha, Hanbin Ge, Tsutomu Usami *Department of Civil Engineering, Nagoya University, Chikusa-ku, Nagoya 464-8603, JapanReceived 31 May 2000; received in revised form 19 December 2000; accepted 14 February 2001AbstractA method is presented to predict the complete stress–strain curve of concrete subjected to triaxial compressive stresses caused by axial load plus lateral pressure due to the confinement action in circular, box and octagonal shaped concrete-filled steel Available empirical formulas are adopted to determine the lateral pressure exerted on concrete in circular concrete-filled steel 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 Subsequently, an extensive parametric study is conducted to propose an empiricalequation for the maximum average lateral pressure, which depends on the material and geometric properties of the Lateral pressure so calculated is correlated to confined concrete strength through a well known empirical For determination of the post-peak stress–strain relation, available experimental results are 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 The predicted concrete strength and post-peak behavior are found to exhibit goodagreement with the test results within the accepted 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 •2001 Elsevier Science L All rights Keywords: Concrete-filled tubes; Confinement; Concrete strength; Ductility; Stress–strain relation; Fiber IntroductionConcrete-filled steel tubes (CFT) are becoming increasingly popular in recent decades due to their excellent earthquake resisting characteristics such as high ductility and improved 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 Many of the previous research works have been mainly focused on investigating the performance of CFT columns with various The main variables subjected to such limitations were the concrete strength, plate width-to- thickness (or radius-to-thickness) ratios and shapes of the Steel strength, column slenderness ratio and rate of loading were also additionally 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 This can be overcome by following a suitable numerical theoretical approach which is capable of handling many experimentally unmanageable At present, finite element analysis (FEM) is considered as the most powerful and accurate tool to simulate the actual behavior of The accurate constitutive relationships for materials are essential for reliable results when such analysis procedures are For example, CFT behavior may well be investigated through a suitable FEM analysis procedure, provided that appropriate steel and concrete material models are One of the simplest yet powerful techniques for the examination of CFTs is fiber In this procedure the cross section is discretized into many small regions where a uniaxial constitutive relationship of either concrete or steel is This type of analysis can be employed to predict the load–displacement relationships of CFT columns designed as earthquake resisting The accuracy involved with the fiber analysis is found to be quite satisfactory with respect to the practical design 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 due to confinement has been Tang et [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 Watanabe et [9] conducted 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 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 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 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 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 Such analyses are useful in establishing rational strength and ductility prediction procedures of seismic resisting Three types of sectional shapes such as circular, box and octagonal are A concrete–steel interaction model is employed to estimate the lateral pressure on Then, the maximum lateral pressure is correlated to the strength of confined concrete through an empirical A method based on the results of fiber analysis using assumed concrete models is adopted to calibrate the post-peak behavior of the proposed 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 It should be noted that a similar type of interaction model as used in this study has been adopted by Nishiyama et [16], which has been combined with a so called peak load condition line in order to determine the maximum lateral pressure on reinforced concrete Meanwhile, previous researches [17,18] indicate that the stress–strain relationship of concrete under compressive load histories produces an envelope curve identical to the stress–strain curve obtained under monotonic 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 Theoretical Characteristic points on confined concrete stress–strain curveReferring to F 1（General stress–strain curves for confined and unconfined ）, the following characteristic points have been identified to define a complete stress–strain curve when concrete is confined by surrounding steel 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 residual strength of confined concrete at very high strain The expression for the complete stress–strain curve is defined as suggested by Popovics [19], which was later modified by Mander et [20] and given by where fc and ε denote the longitudinal compressive stress and strain, respectively; Ec stands for the tangent modulus of elasticity of It should be noted that E (1) has been defined even for the post-peak region, in this study, it is utilized only up to the peak The post-peak behavior is treated separately by assuming a linearly varied stress–strain relation as will be discussed in Section 【1-4 F 1】 Confinement action in circular CFT columnsIn short CFT columns with relatively thick-walled sections designed for seismic purposes, failure is mainly caused due to concrete The mode of failure is governed by the individual behavior of each The behavior of concrete in CFT columns under monotonically increasing axial load can be explained in terms of concrete–steel 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 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 (, the bond between two materials does not break) However, as the axial load increases, the lateral expansion of concrete gradually becomes greater than the steel due to the change of the Poisson ratio of concrete, and therefore a radial pressure develops at the concrete– steel At this stage, confinement of the concrete core is achieved and the steel is in hoop Load transferring from the steel tube to the concrete occurs at this 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 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 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 The radial pressure, fr, can be expressed by the relationship given in E (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, Evaluation of confinement in various shaped CFT Circular sectionDetermination of the confinement level in circular tubes is found in the method proposed by Tang et [8] In this method, the change of the Poisson ratio of concrete and steel with column loading is An empirical factor, β, is introduced 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, Here, νs is taken as equal to 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 The above equation is applicable for (f ’c/fy) ranging from 04 to 20 where most of the practically feasible columns are found A detailed description of the method can be found in Tang et [8] It is clear that frp given by E (7) depends on both the material properties and the geometry of the Subsequently, frp calculated from E (7) is substituted into E (5) to determine the confined concrete strength, f ’摘要部分的翻译：各种断面形状钢管混凝土的单轴应力应变关系KAS Susantha ， Hanbin Ge, Tsutomu Usami*土木工程学院，名古屋大学, Chikusa-ku ，名古屋 464-8603, 日本收讫于2000年5月31日 ; 正式校定于2000年12月19日; 被认可于2001年2月14日¬¬摘要一种预测受三轴压应力混凝土的完全应力-应变曲线的方法被提出，这种三轴压应力是由环形、箱形和八角形的钢管混凝土中的限制作用导致的轴向荷载加测向压力所产生的。有效的经验公式被用来确定施加于环形钢管混凝土柱内混凝土的侧向压力。FEM（有限元）分析法和混凝土-钢箍交互作用模型已被用来估计施加于箱形和八角形柱的混凝土侧向压力。接着，进行了广泛的参数研究，旨在提出一个经验公式，确定不同的筒材料和结构特性下的最大平均侧向压力。如此计算出的侧向压力通过一个著名经验公式确定出侧向受限混凝土强度。对于高峰之后的应力-应变关系的确定，使用了有效的试验结果。基于这些测试结果，和近似表达式来推算下降段的斜度和各种断面形状的筒内侧向受限混凝土在确认的混凝土强度下的应变。推算出的混凝土强度和后峰值性能在允许的界限内与测试结果吻合得非常好。所提出的模型可用于包括梁柱构件在内的纤维分析，以确定抗震结构设计中混凝土填充钢柱筒的极限状态的推算标准。 •版权所有2001 Elsevier科学技术有限公司。关键词: 钢管混凝土；限制；混凝土强度；延性；应力应变关系；纤维分析这是当年毕业时我的翻译，因为原文有图表等原文也超过10000字，没法在这里发，如需要原文（pdf版及word版）及全部翻译（5000字，中文），请留下邮箱。
Goose tower （大雁塔） The goose tower is located in the Nanjiao greatly kind graciousnesstemple, was the nation famous ancient architecture, is regarded asancient capital Xi'an the After hands down is Tang Sengcongthe India (ancient India) learns from experienced people, specially isengaged in translates after with the Buddhist scriptures Because imitates the Indian wild goose tower style the constructiontherefore the famous wild goose Because afterwards recommendedin the lucky temple in Chang An to construct a smaller wild goosetower, in order to distinguish, the people on called the goose thetower the kind graciousness temple tower, recommended the lucky templetower to call the small wild goose tower, continuously spreads The goose delivers in person the square shape, constructsin side approximately 45 meters, on high approximately 5 meter Tower seven, first floor length of side 25 meters, by place Surface to tower crest elevation 64 The tower bodybecomes with the brickwork, the polished bricks fitting snuglytogether are firm In the tower has the staircase, maycircle Around each respectively has a brige entry, may leanagainst a railing looks out into the The Chang An style getsa panoramic Around the tower first floor all has Shimen, on thegate mast has the fine line to engrave the image of Buddha, passes onfor the Tang Dynasty big painter Yan Liben writing In the towerNanmen two sides brick niches, inlays has Tang fourth day of a soldierthen good book storytelling legalist schools big tang dynasty pilgrimmonk saint to teach the foreword "and" States Tripitaka Saint To teachForeword To record "two After Tang Mo, the temple repeatedlysays the warfare, the palace burns d
内容质量都不错，各有侧重点，对于开阔建筑视野，激发设计灵感有一定帮助。《Dezeen》，《Designboom》，《Architecturaldigest》，《Architectural Record》，《JUSOTU》，《88DesignBox》。
英文的建筑设计类杂志来之JUSOTU网址导航：Dezeen，Designboom，Architecturaldigest，Architectural Record，88DesignBox 。
现在能够投稿的英文方面的期刊确实数量不多，有限，有地质方面的《国际地质学》、电子方面的《电子科学技术与应用》、医护方面的《JournalOfNursing》、《AdvancedEmegencyMedicine》、建筑方面的《世界建筑（WorldConstruction）》、管理类的《现代管理论坛（MordernManagementForum）》还有《高等教育进程》。信息来源：
SSCI收录与建筑和城市相关刊物，Social Sciences Citation Index，JOURNAL LIST Related with Architecture and Urban。1、《建筑与规划》是1995年中国建筑工业出版社出版的图书，作者是余庆康。2、城镇化过程包括人口职业的转变、产业结构的转变、土地及地域空间的变化。不同的学科从不同的角度对之有不同的解释，就目前来说，国内外学者对城市化的概念分别从人口学、地理学、社会学、经济学等角度予以了阐述。3、《欧洲城市与区域研究》(EuropeanUrbanandRegionalStudies)是一份1994年起出版的英语都市研究(urbanstudies)学术期刊，由SAGEPublications出版，现任主编是玛丽王后学院人文地理学教授亚德里恩·史密斯(AdrianSmith)。4、在城市规划中制定措施，保存和保护有历史价值的地区、建筑群和建筑物(包括遗迹)，甚至整座城镇。保护城市历史建筑，对继承和发扬优秀文化传统，对研究国家和民族政治、社会、经济、思想、文化、艺术、工程技术等方面的发展历史，均有重要意义。