The drums for Ministry Of Rock 2 were recorded in EASTWEST Studio 1 on three large rock kits from DW, Gretsch, and Ludwig, along with 6 additional snares.
Produced by Nick Phoenix and recorded at the Legendary EASTWEST Studios by Phoenix, Doug Rogers, and Rhys Moody, Ministry Of Rock 2 features some of the industries top players like Shane Gibson, guitarist with KoRn/Stork/Schwarzenator Greg Suran, guitarist with Goo Goo Dolls/Avril Lavigne/Glee Doug Rappaport, guitartist with Edgar Winter/Potent and Tal Bergman, drummer with Billy Idol, LL Cool J, Rod Stewart, Terence Trent Darby, Joe Zawinul. The 57 gigabyte collection features LIVE technology that enables multi-sampled drums to sound like a live performance. The articulations and programming were all reverse engineered from actual performances. Ministry Of Rock 2 was put together with one goal in mind: to create a virtual (software) instrument capable of producing sounds that could actually produce a hit record or film score without any live drum, bass, or guitar overdubs.
Recorders, Classroom & Plastic Instruments. Signal Processors, Converters & Preamps. The model was demonstrated superior to some commonly used fracture models and is an excellent tool for the safety assessment of cracked rock structures. Moreover, the potential of the model in analyzing the size effect of apparent fracture toughness was discussed and validated through experimental data reported in the literature. The model predicted the specimen geometry dependence of the measured fracture toughness well. To verify the proposed model, laboratory experiments were performed on a rock material using six groups of specimens. The principle of the model is explicit and easy to apply. In this way, the FPZ, non-singular terms and the biaxial stress state at the crack tip are simultaneously considered. We emphasize that the non-singular stress/strain terms should be considered in the description of the MNSN. The basic principle of the model is to estimate the reference crack corresponding to the fracture process zone (FPZ) based on the maximum normal strain (MNSN) ahead of the crack tip, and then use the effective crack to calculate the fracture toughness. This investigation developed a brittle fracture model to predict tensile mode (mode I) failure loads of cracked rocks. Evaluating the fracture resistance of rocks is essential for predicting and preventing catastrophic failure of cracked structures in rock engineering.
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