土木外文翻譯--建筑土木結(jié)構(gòu)與砌體結(jié)構(gòu)

1、<p>　　本科生畢業(yè)設(shè)計 (論文)</p><p><b>　　外 文 翻 譯</b></p><p>　　北華航天工業(yè)學(xué)院教務(wù)處制</p><p>　密 級</p><p>　分類號</p><p>　編 號</p><p>　成 績</p>

2、<p>　　注：1. 指導(dǎo)教師對譯文進行評閱時應(yīng)注意以下幾個方面：①翻譯的外文文獻與畢業(yè)設(shè)計（論文）的主題是否高度相關(guān)，并作為外文參考文獻列入畢業(yè)設(shè)計（論文）的參考文獻；②翻譯的外文文獻字?jǐn)?shù)是否達到規(guī)定數(shù)量（3 000字以上）；③譯文語言是否準(zhǔn)確、通順、具有參考價值。</p><p>　　外文原文應(yīng)以附件的方式置于譯文之后。</p><p><b>　　備注：原文&

3、lt;/b></p><p>　　Building Civil Structuers and Masonry Structuers</p><p>　　The presentations of Day 3 were approximately 30 on different topics:masonry structuers,timber structuers,seismic str

4、engthening and NDT for investigtion. The presentations were very interseting particularly the ones concerning the research on new and traditional repair techniques applied to masonry,timber and concrete structuers.During

5、 the meeting of the Editors of the Construction and Building Materials J,it was decided that a spcial issue on Day 3 should be published.The choice among so many h</p><p>　　C. A. Anagnostopoulos ,A. C. Anagn

6、ostopoulos:the usual problems encountered during restoration of a historical masonry with strong adhesion mortars, are the irreversibility of the method,the incompatibility between the old and new mortar and the lowering

7、 of the masonry porosity,resulting in the increase of humidity .For these reasons,mortars with controlled strength and porosity have been designed and studied, in order to be used in restoration of ancient masonries.<

8、/p><p>　　C. Modena,M. R. Valluzzi,R. Tongini Folli, L.Binda:A presentation is given of the fundamental design choices and of the selection of the most appropriate materials and techniques for which have been ma

9、de for strengthening the Monza Cathedral Bell-Tower,based on investigation and structural assessment carried out prior to and during the design process.</p><p>　　The results of the experimental and numerical

10、 investigation are previously given in order to explain the reasons for the design choice.</p><p>　　A.M.Memari,E.F.P.Burnett,B.M.Kozy:one of the concerns with the conventional metal anchors that are used to

11、tie the brick veneer to the backup portion of enclosure walls (e.g.masonry block) is the potential for corrosion. Corrosion reduces the load-carrying capacity of such ties and this could lead to brittle failure especiall

12、y in the event of an earthquake. In this paper ,the force in lateral ties in a typical brick veneer wall system are evaluated when the building is subjected to some earthqua</p><p>　　M.R.Valluzzi,D.Tinazzi,C

13、.Modena: an experimental study, performed on brick masonry panels strengthened by Fiber Reinforced Polymer (FRP) laminates, was aimed to investigate the efficiency of an alternative shear reinforcement technique. A serie

14、s of 9 unreinforced masonry (URM) panels and 24 strengthened panels have been subjected to diagonal compression tests. Different reinforcement configurations were evaluated. Experimental results pointed out that FRP rei

15、nforcement applied only at one side </p><p>　　D. W. Radyord,D. Van Goethem,R. M. Gutkowski,M. L. Peterson:An approach,using pultruded composites, to rejuvenate low aspect ratio timber beams, which model rail

16、road bridge span timbers, is described. The approach focuses on overcoming the loss of shear properties by inserting fiberglass pultruded rods from the bottom to the top of the beam, through areas of damage. The concept

17、includes the incorporation of an adhesive during the process of insertion, which not only bonds the reinforcing rods in</p><p>　　R. Folic,V. Radonjanin,M. Malesev:The fire which spread over the last six floo

18、rs of the 54 m tall building of the Open University in Novi Sad,caused severe damage to the load-bearing reinforced (RC) concrete structure and the steel facade structure.</p><p>　　The paper presents the rec

19、orded data on the damage and the assessment of the structure after the fire. All the damage is described, and the most characteristic ones are illustrated with photographs. The damage caused by the fire has been classifi

20、ed according to the criteria of the manner and degree to which they are manifested. The authors separate and describe the defects, which occurred as a result of errors made during the construction of the structure. The r

21、esults of the subsequent testing o</p><p>　　It has been concluded that the damage of the elements of the load-bearing RC structure from the 8th to the 12th floor has been so severe that the stability and bea

22、ring capacity of this part of the structure have been jeopardized, but with appropriate repair measures it can be restored to the previous condition. </p><p>　　From L. Binda, Construction and Building Materi