Outline

Ingegneria Sismica

Ingegneria Sismica

A methodology for the evaluation of site effects in an area of Lombardia Region (Italy)

, Floriana Pergalani. and , Massimo Compagnoni. “A methodology for the evaluation of site effects in an area of Lombardia Region (Italy).” Ingegneria Sismica Volume 24 Issue 1: -, doi:….

Abstract

In the paper the application of a methodology for the evaluation of site effects in an area of Lombardia Region (Italy) is shown. The objective of the project was to develop a methodology that may be easily repeated, to take into account site effects in urban planning.
Therefore, a series of geologic, geomorphologic, geotechnical and geophysical analyses have been carried out, to identify the areas affected by site effects and to characterize the litho-technical units. The expected seismic inputs have been individuated and numerical analyses using one-dimensional (1D) code, analyzing single soil columns, and two-dimensional (2D) codes, working with finite or boundary elements on sections, have been done. The results, in terms of amplification coefficients, as a ratio between spectral intensity calculated in the periods of 0.1-0.5s and 0.5-1.5s of output and input, give elements for planning, both for urban general choices and for building design. In fact the results of all the analyzed situations, provide some correlations between the geometric and geophysical characteristics of the sites and the values of the amplification coefficients. These correlations could be used as a tool for extrapolations in similar situations, when only the geologic, geophysical and geotechnical characteristics of a site are known.
The procedure provides three level of widening: the 1° level, a qualitative analysis, gives the identification of the areas characterized by the local effect. The 2° level, through a semi-quantitative analysis, gives, when the geologic, geophysical and geotechnical characteristics of a site are know, the possible level of the expected amplifications, using the performed correlation curves. The 3° level, characterized by a quantitative analysis, necessary during the project design of strategic build or in the case in which the application of the 2° level show the inadequacy of the seismic code, gives a the response spectra applying during the project design phase
The proposed procedure, furthermore, is characterized by a modularity that allows its implementation and up- dating.

The complete paper is available in Italian only.

Related Articles

Mohamed A. Tohamy1, Mostafa M. ElSayed1, Adel. Y. Akl1
1Department of Structural Engineering, Faculty of Engineering, Cairo University, 12613 Giza, Egypt
Mehmet Yigitbas1, Ernesto Grande1, Maura Imbimbo1
1Department of Civil and Mechanical Engineering, University of Cassino and Southern Lazio, 03043, Cassino FR, Italy
Yan Shi1, Xuexin Wang1, Qianzhan Cheng1, Zhao Cheng1
1School of Civil and Hydraulic Engineering, Lanzhou University of Technology, 730050 Lanzhou, China
Alper Demirci1, Semanur Kenar2
1Faculty of Engineering, Çanakkale Onsekiz Mart University, 17100, Çanakkale, Türkiye
2School of Graduate Studies, Çanakkale Onsekiz Mart University, 17100, Çanakkale, Türkiye
Guoxi Fan1, Boyuan Guo1, Peng Hu2, Shirui Sun1, Haozhe Zhang1, Lu Yu1, Xiaocheng Tang3
1College of Engineering, Ocean University of China, 266404 Qingdao, Shandong, China
2Shanghai Baoye Group Co., Ltd., 200941 Shanghai, China
3School of Civil Engineering, Jilin Jianzhu University, 130118 Changchun, Jilin, China