The rational method, described in the introduction, was practically applied thanks to a dedicated computation code that has been developed, tested, validated and systematically adopted by Studio Masciotta engineers.
The computation code consists of a series of Excel Macros and Straus 7 API (Application Programming Interface), aimed at extracting the results from the Finite Element Method (FEM) model and then computing the Demand-Capacity Ratio and the Cumulative Inelastic Duration of selected control points within the dam body.
The dam behavior analysis, considering the dam’s relevant length (about 2 kilometers) and great variety of geometries and foundation characteristics, required a series of fifteen transversal sections to be analyzed (representing sections of 130 meters in length), using a dedicated 2-D FEM model.
Every section was analyzed considering at least two possible and alternative geometries, in order to identify the optimum one.
Within every transversal section of the dam, an average number of about fifteen control points were fixed in order to assess the dynamic behavior of the dam under seismic events.
Every transversal section was analyzed considering six different earthquakes and four possible combinations of horizontal and vertical component signs for every earthquake.
Each hypothesized earthquake lasts 35 seconds and, assuming that an integration step is set every 0.005 seconds in the linear time-history analysis, seven thousand steps of integration characterize each earthquake combination.
The enquiry points were analyzed both in terms of vertical stresses (to be compared with lift joint tensile strength) and maximum principal stresses (to be compared with parent tensile strength), to have two relevant quantities to be examined at each control point.
It is therefore easy to infer that the quantity of the data to be processed to obtain the graphs of DCR and CID for the relevant sections is the result of: 15 x 2 x 15 x 6 x 4 x 7000 x 2 ≈ 151 million sets of data.
Assuming that an engineer could process a datum every two seconds, , it would take him/her 10,500 days at 8 working-hours per day, or more than 28 years to get the required result, with a clear possibility of the introduction of widespread human errors which would strong affect the reliability of the processed data. The idea of developing a dedicated software was therefore deemed not just a reasonable optimization of the engineers’ work, but rather an absolute necessity in order to comply with the times that had been agreed between the Designer Studio Pietrangeli Srl and the EPC Contractor Salini Impregilo.
The post-processing software is articulated in five sub-routines: Init, Eval DCR-CID, Graphs, Synth, and Print and it is based on the assumption that a linear time-history analysis of the dam sections has been correctly performed and that all result files are thus available for these specific purposes.
The Init routine is the interface with the FEM software Straus 7. It contains the calls to the Straus 7 API. The user can choose whether the API should fetch either the vertical stresses or the maximum principal ones and can select which plates to investigate. The engineering assessment is fundamental at this stage in order to limit the size of data that will be processed by the software. The routine cycles on the FEM model elements and then extracts the time-history of vertical/maximum principal stresses of the selected ones at saved times.
The Eval DCR-CID routine is the core of the calculation process performed by the software. It considers the time-history of the stresses extracted during the Init phase and compares them, step by step, with the Capacity value introduced by the user. It evaluates the Cumulative Inelastic Duration (CID) for Demand Capacity Ration (DCR) values, ranging from 1 to 2 (a DCR higher than 2 is not allowed).
The Graphs routine uses the data computed by the Eval DCR-CID routine to produce the DCR and CID graphs, in order to compare them with the limit line prescribed by USACE code, and to establish whether stability can be assessed using the simplified Linear Analysis (in cases of low to moderate damage) or whether it is necessary to perform a further Non Linear Analysis (in cases of significant damage).
Synth is the routine responsible only for chart sorting and formatting. It generates an Excel sheet for every selected element of the FEM model and matches the graphs with the related elements in the sheet. The charts are formatted to make them easy to read, print and present in a calculation Report.
Print fetches the graphs produced by the Synth routine and generates a pdf file for every graph, ready to be assembled in the Annexure of a Calculation Report of the Dam.
