[雙語翻譯]土木工程專業(yè)外文翻譯—砌體填充鋼筋混凝土建筑的抗震性能研究（原文）

1、See discussions, stats, and author profiles for this publication at: https://www .researchgate.net/publication/323175106Seismic Performance of Reinforced Concrete Buildings with Masonry InfillResearch · February 201

2、8DOI: 10.11648/j.ajce.20180601.15CITA TIONS0READS862 authors, including:Some of the authors of this publication are also working on these related projects:Masters Thesis For Concrete Column Design View projectAdil Zekari

3、aAddis Ababa Institute of T echnology4 PUBLICA TIONS 6 CITA TIONS SEE PROFILEAll content following this page was uploaded by Adil Zekaria on 14 February 2018.The user has requested enhancement of the downloaded file.

4、American Journal of Civil Engineering 2018; 6(1): 24-33 25 connectivity of the infill to the frame. In the case of buildings under consideration, integral connection is assumed. The composite behavior of an infilled f

5、rame imparts lateral stiffness and strength to the building. The typical behavior of an infilled frame subjected to lateral load is illustrated in Figures 1 (a) and (b). Figure 錯誤!文檔中沒有指定樣式的文字。. Behavior of infilled

6、frames (Govindan, 1986). In this present paper five models of office building with different configuration of masonry infill are generated with the help of ETABS 2015 and effectiveness has been checked. Pushover analy

7、sis is adopted for the evaluation of the seismic response of the frames. Each frame is subjected to pushover loading case along negative X-direction. 2. Building Description Multi-storey rigid jointed frame mixed use b

8、uilding G+9 (Figure 2), was selected in the seismic zone (Zone IV) of Ethiopia and designed based on the Ethiopian Building Code Standard ESEN: 2015 and European Code-2005. ETABS 2015 was used for the analysis and de

9、sign of the building by modeling as a 3-D space frame system. Seismic performance is predicted by using performance based analysis of simulation models of bare and infilled non ductile RC frame buildings with differe