6. Application case#

It is useful to consult the following test cases:

  • ssll111a: Static response of a reinforced concrete beam (T-section) with linear thermoelastic behavior, [V3.01.111].

  • ssls143a: Cantilever girder with eccentric core, [V3.03.143].

  • sdll130b: Seismic response of a reinforced concrete beam (rectangular section) with linear behavior, [V2.02.130].

  • sdll132a: Specific modes of a framework made of multifibre beams; [V2.02.132].

  • sdll150a: specific modes of an eccentric core girder, [V2.02.150].

  • ssnl119a, ssnl119b: Static response of a reinforced concrete beam (rectangular section) with non-linear behavior, [V6.02.119].

  • sdnl130a: Seismic response of a reinforced concrete beam (rectangular section) with non-linear behavior, [V5.02.130].

  • ssll102j: Embedded beam subjected to unitary forces, [V3.01.102].

  • ssnl106g, ssnl106h: Elastoplastic beam in pure tension and flex, [V6.02.106].

  • ssnl122a: Multifiber cantilever beam subjected to an effort [V6.02.122].

  • ssnl504a: Multi-fiber beam bundle [V6.02.504].

  • ssnl504b: Skeleton element subject to imposed movements [V6.02.504].

  • ssnl504c: Skeleton element subjected to loading forces, moments, temperature and gravity [V6.02.504].

  • ssnl123a: Buckling of a multifiber beam [V6.02.123].