Ambient Noise H / V Spectral Ratio in Site Effect Estimation in La Mesa de Macaracas, Panama

Author:

De Guevara José Ladrón1,Mojica Alexis23ORCID,Ruíz Alberto4,Ho Carlos A.2,Rodríguez Kenia5,Toral Jaime6,Fábrega José37ORCID

Affiliation:

1. Facultad de Ciencias y Tecnología, Universidad Tecnológica de Panamá, 0819-07289 El Dorado, Panamá, Panama

2. Laboratorio de Investigación en Ingeniería y Ciencias Aplicadas, Centro Experimental de Ingeniería, Universidad Tecnológica de Panamá, 0819-07289 El Dorado, Panamá, Panama

3. Sistema Nacional de Investigación (SNI), Secretaría Nacional de Ciencia y Tecnología (SENACYT), 0816-02852 Panamá, Panama

4. Fundación INDICRI, 0739 La Villa de los Santos, Panama

5. Departamento de Física, Universidad de Panamá, Estafeta Universitaria, Panama

6. Universidad Nacional Autónoma de Chiriquí, Ciudad Universitaria, El Cabrero, David, Panama

7. Centro de Investigaciones Hidráulicas e Hidrotécnicas, Universidad Tecnológica de Panamá, 0819-07289 Panamá, Panama

Abstract

In the last 10 years, the community of La Mesa de Macaracas (central Panama) has experienced considerable aftershocks due to earthquakes of magnitudes up to 5.7 Mw. Although most of the community consists of single-storey houses, the agricultural development in the region has led to multistorey building projects. To determine whether the characteristics of the soils could affect future construction in the study area, 16 stations were established to measure ambient vibrations and estimate the predominant frequencies and their corresponding H / V ratio peaks through the ambient noise H / V spectral ratio technique. According to the site class established by the Japan Road Association, the results revealed the existence of (a) soft soil with a range of predominant frequencies between 0.7 and 1.6 Hz, (b) medium soil with a range of predominant frequencies between 2.1 and 2.4 Hz, and (c) hard soil with a range of predominant frequencies between 2.6 and 2.9 Hz. In the first type (soft), the resonance effect could affect constructions of between 6 and 14 storeys with H / V ratio peak values (amplification factor) in the range of 2.1 and 4.3, while in the second and third types (medium and hard soils), buildings of between 3 and 5 storeys could be affected, with H / V ratio peak values (1.5–2.0) except at the SS-9 station. These results were complemented with the V s 30 values obtained in four seismic soundings carried out at the site.

Funder

Secretaría Nacional de Ciencia, Tecnología e Innovación

Publisher

Hindawi Limited

Subject

Geophysics,Water Science and Technology

Reference29 articles.

1. Ambient noise horizontal-to-vertical spectral ratio in site effects estimation and correlation with seismic damage distribution in urban environment: the case of the city of Thessaloniki (Northern Greece)

2. On the amplitude characteristics of microtremor (part 2);M. Nogoshi;Journal of the Seismological Society of Japan,1971

3. A method of dynamic characteristics estimation of subsurface using microtremor on the ground surface;Y. Nakamura;Railway Technical Research Institute, Quarterly Reports,1989

4. Preliminary note on the Formosa Earthquake of March 17, 1906;F. Omori;Bulletin of the Imperial Earthquake Investigation Committee,1907

5. Observations of the earthquake motion at the different depths of the earth, part I;K. Kanai;Bulletin of Earthquake Research Institute,1951

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