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        "author": "Petar Maric",
        "author_email": "petarmaric@uns.ac.rs",
        "bugtrack_url": null,
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            "Development Status :: 5 - Production/Stable",
            "Intended Audience :: Developers",
            "Intended Audience :: Science/Research",
            "License :: OSI Approved :: BSD License",
            "Operating System :: OS Independent",
            "Programming Language :: Python :: 2.7",
            "Topic :: Database",
            "Topic :: Scientific/Engineering",
            "Topic :: Scientific/Engineering :: Physics"
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        "description": "About\r\n=====\r\n\r\nPython library that loads modal composites from the file containing the\r\nparametric model of buckling and free vibration in prismatic shell structures,\r\nas computed by the `fsm_eigenvalue project`_.\r\n\r\nThis work is a part of the investigation within the research project\r\n[ON174027]_, supported by the Ministry for Science and Technology, Republic of\r\nSerbia. This support is gratefully acknowledged.\r\n\r\nReferences\r\n----------\r\n\r\n.. [ON174027]\r\n   \"Computational Mechanics in Structural Engineering\"\r\n\r\n.. _`fsm_eigenvalue project`: https://github.com/petarmaric/fsm_eigenvalue\r\n\r\nInstallation\r\n============\r\n\r\nTo install fsm_load_modal_composites run::\r\n\r\n    $ pip install fsm_load_modal_composites\r\n\r\nUsage examples\r\n==============\r\n\r\nQuick start::\r\n\r\n    >>> import logging\r\n    >>> logging.basicConfig(level=logging.DEBUG)\r\n\r\n    >>> from pprint import pprint\r\n    >>> from fsm_load_modal_composites import load_modal_composites\r\n\r\n    >>> results_file = 'examples/barbero-viscoelastic.hdf5'\r\n    >>> modal_composites, column_units, column_descriptions = load_modal_composites(\r\n    ...     results_file, a_max=600, t_b_min=6.0\r\n    ... )\r\n\r\n    >>> modal_composites.shape\r\n    (143,)\r\n\r\n    >>> pprint(modal_composites.dtype)\r\n    [('a', '<f8'),\r\n     ('t_b', '<f8'),\r\n     ('m_dominant', '<i4'),\r\n     ('omega', '<f8'),\r\n     ('omega_approx', '<f8'),\r\n     ('omega_rel_err', '<f8'),\r\n     ('sigma_cr', '<f8'),\r\n     ('sigma_cr_approx', '<f8'),\r\n     ('sigma_cr_rel_err', '<f8')]\r\n\r\n     >>> pprint(column_descriptions)\r\n     {'a': 'strip length',\r\n      'm_dominant': 'dominant mode, modal composite via sigma_cr',\r\n      'omega': 'natural frequency',\r\n      'omega_approx': 'natural frequency approximated from critical buckling stress',\r\n      'omega_rel_err': 'natural frequency relative approximation error',\r\n      'sigma_cr': 'critical buckling stress',\r\n      'sigma_cr_approx': 'critical buckling stress approximated from natural frequency',\r\n      'sigma_cr_rel_err': 'critical buckling stress relative approximation error',\r\n      't_b': 'base strip thickness'}\r\n\r\nPlease see the `fsm_modal_analysis`_ source code for more examples.\r\n\r\n.. _`fsm_modal_analysis`: https://github.com/petarmaric/fsm_modal_analysis\r\n\r\nContribute\r\n==========\r\n\r\nIf you find any bugs, or wish to propose new features `please let us know`_.\r\n\r\nIf you'd like to contribute, simply fork `the repository`_, commit your changes\r\nand send a pull request. Make sure you add yourself to `AUTHORS`_.\r\n\r\n.. _`please let us know`: https://github.com/petarmaric/fsm_load_modal_composites/issues/new\r\n.. _`the repository`: https://github.com/petarmaric/fsm_load_modal_composites\r\n.. _`AUTHORS`: https://github.com/petarmaric/fsm_load_modal_composites/blob/master/AUTHORS\r\n",
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