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The essential parameters for the peaks were defined using the computer program PeakFit (Systat Software Inc).
The numerical values given have been calculated using the computer program MAPLE 13.
The moment curvature analyses for columns and beams are conducted using the computer program Response.
Comparison has been made with accurate three-dimensional numerical modeling of the arch using the computer program ANSYS.
Calculations, using the computer program PHREEQE (Parkhurst et al. [1980]), show that the dolomitization process is strongly temperature dependent.
The conventional ages were calibrated using the computer program OxCal v4.1.7 [45] and the INTCAL09 calibration curves [46].
All statistical analyses were done using the computer program of SPSS Inc. (2007, version 16.0 for Windows XP).
The visually crossdated measurement series were statistically verified using the computer program COFECHA (Holmes 1983; Grissino-Mayer 2001).
Statistical calculations were performed using the computer program SPSS 13.0.
The PIC analysis was conducted using the computer program Compare 4.6b on the transformed variables [70].
All analyses were conducted using the computer program Comprehensive Meta-Analysis (version 2.2.021) [2.2.021
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