METHODOLOGY FOR REHABILITATION AND SEISMIC STRENGTHENING OF ST. CLEMENTS CHURCH, ST. PANTELEYMON -PLAOSHNIK - OHRID
The paper deals with application of an originally developed methodology for rehabilitation and seismic strengthening of St. Clements Church, Plaoshnik, Ohrid. To renovate the structure based on the original foundation dating back to the IX century, complex multidisciplinary investigations were performed in the field of archaeology, conservation, engineering and construction. Presented in this paper are the investigations related to the design of the structural system based on elaborated architectonic floor plans that are to preserve the authenticity of the structure, performed geotechnical investigations of the site and defined input seismic parameters. A linear-elastic and nonlinear dynamic analysis of the structure was performed. Based on the obtained results, the concept of repair and seismic strengthening of the church was adopted. It consisted of incorporation of horizontal and vertical steel ties in the bearing walls of the structure. This method, which is based on the philosophy of minimal intervention maximal protection has originally been developed at IZIIS, Skopje and it has been experimentally and analytically verified. The techniques of consolidation of the authentic foundation of the structure and the existing walls with original fresco-paintings are also presented.
seismic strengthening rehabilitation St. Clements Church bearing and deformability capacity
R. P. Apostolska G. S. Necevska-Cvetanovska V. I. Sendova
Assist. Professor, Dr., Institute of Earthquake Engineering and Engineering Seismology , IZIIS, Skop Professor, Dr., IZIIS, Skopje, Republic of Macedonia Assoc. professor, Dr., IZIIS, Skopje, Republic of Macedonia
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）