Site effect microzonation of Qom, Iran

Engineering Geology

Volumn 97, Issue 1-2, 2008, Pages 63-79

  Kamalian, Mohsen ^a   Jafari, Mohammad Kazem ^a   Ghayamghamian, Mohammad Reza ^a   Shafiee, Ali ^a   Hamzehloo, Hossein ^a   Haghshenas, Ebrahim ^a   Sohrabi bidar, Abdollah ^a  

^a INTERNATIONAL INSTITUTE OF EARTHQUAKE ENGINEERING AND SEISMOLOGY IIEES   (Iran)

Author keywords

Dynamic period; Land use planning; Microtremor; Microzonation; Natural period; Peak ground acceleration; Qom; Seismic risk; Site effect

Indexed keywords

EARTHQUAKES; GEOTECHNICAL ENGINEERING; LAND USE; RISK ANALYSIS;

MICROTREMOR; MICROZONATION; PEAK GROUND ACCELERATION; SITE EFFECT;

SEISMOLOGY;

GROUND CONDITIONS; HAZARD ASSESSMENT; LAND USE PLANNING; MICROTREMOR; PEAK ACCELERATION; RESPONSE ANALYSIS; SEISMIC SURVEY; SEISMIC ZONE; SITE EFFECT; VULNERABILITY;

ASIA; EURASIA; IRAN; MIDDLE EAST; QOM;

EID: 39649124442     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2007.12.006     Document Type: Article

References (16)

1. Boore D.M., Joyner W.B., and Fumal T.E. Equations for estimating horizontal response spectra and peak acceleration from Western North American earthquakes: a summary of recent work. Seismological Research Letters 68 1 (1997) 128-153
2. Building and Housing Research Center. Iranian Code of Practice for Seismic Resistant Design of Buildings, Standard No.2800. 3rd ed. (2005)
3. Building Seismic Safety Council. NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, Part 1: Provisions (FEMA 368) (2003)
4. Campbell K.W., and Bozorgnia Y. Updated near-source ground-motion (attenuation) relations for the horizontal and vertical components of peak ground acceleration and acceleration response spectra. Bulletin of the Seismological Society of America 93 1 (2003) 314-331
5. Geological Survey of Iran. Geological Map of Iran, 1:100000 series, Sheet 6158-Qom (1993)
6. Hessami K., Jamali F., and Abasi H. "Major active faults of Iran". International Institute of Earthquake Engineering and Seismology (IIEES) (2003)
7. International Council of Building Officials. Uniform Building Code (1997)
8. International Council of Building Officials. International Building Code (2003)
9. Ishihara K., and Ansal A.M. Dynamic behavior of soil, soil amplification and soil structure interaction. Final Report for Working Group D, UNDP/UNESCO Project on Earthquake Risk Reduction in the Balkan Region (1982)
10. Ramazi H.R. Seismotectonic, seismicity and relative earthquake hazard zoning in Qom province. Housing and Urbanization Organization of Qom Province (2002) [in Farsi]
11. Schnabel P.B., Lysmer J., and Seed H.B. SHAKE-A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites, Report EERC-72-12 (1972), Earthquake Eng. Research Center, University of California, Berkeley
12. Seed H.B., and Idriss I.M. Soil Moduli and Damping Factors for Dynamic Response Analysis, Report EERC 70-10 (1970), Earthquake Eng. Research Center, University of California, Berkeley
13. Technical Committee for Earthquake Geotechnical Eng. (TC4). Revised Manual for Zonation on Seismic Geotechnical Hazards (1999), Japanese Society of Soil Mechanics and Foundation Eng.
14. Water Affairs Office of Qom Province (WAO-QP). Location Map of Water Wells and Groundwater Level Maps of Qom Area (2004)
15. Water Resources Assessment Office, Ministry of Power (WRAO-PM). Geo-Electrical Studies of Qom region (1981)
16. Zare, M., 1999. Contribution a l'etude des movements forts en Iran: du Catalogue aux lois d'attenuation. PhD thesis, Joseph Fourier University, Grenoble, France.