SEISMIC ANALYSIS AND EARTHQUAKE-RESISTANT DESIGN OF ARCH-GRAVITY DAM
سال انتشار: 1374
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 124
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شناسه ملی سند علمی:
SEE02_112
تاریخ نمایه سازی: 11 مهر 1400
چکیده مقاله:
The procedure adopted for the earthquake-resistant design of the ۱۲۵ m high Salman Farsi arch-gravity dam located in the seismically very active Zagros mountain range in the southwest of Iran is discussed.For design purposes, the so-called operating basis earthquake (OBE) is relevant, i.e. the maximum static and dynamic tensile stresses under the OBE must be within the allowable tensile stresses of mass concrete. The dynamic stress analysis is carried out using a threedimensional finite element model of the dam-reservoir-foundation system. The criteria for dynamic shape optimization of the dam, the accuracy of the results of the earthquake analysis and the effects of compressible and incompressible reservoir are discussed.
نویسندگان
v lotfi
Mahab Ghodss Consulting Engineers, Tehran, I. R. Iran
g khoshrang
Mahab Ghodss Consulting Engineers, Tehran, I. R. Iran
s malla
Electrowatt Engineering Services Ltd., CH-۸۰۳۴ Zurich, Switzerland
m wieland
Electrowatt Engineering Services Ltd., CH-۸۰۳۴ Zurich, Switzerland