BPILE:
This is a test of a single pile.
DEQ:
This test calculates pipe stresses during the davit lift of a submerged pipeline. No environment is input, and the pipe stresses are the result of equilibrium.
DRISER:
This test performs an analysis on a drilling riser, complete with internal temperature and contents, in both the frequency and time domain.
DYNMLI:
This tests a barge with a rod element used as a mooring line in the time domain.
FRQDAV:
This is test is similar to DEQ, except here, pipe stresses due to an environment are computed in the frequency domain.
FRQMLI:
This tests a barge with a rod element used as a mooring line in the frequency domain.
FRQSTI:
This test computes stress in a pipe resulting from a pipe lay operation from a series of rollers off the stern of a barge. Pipe stresses are computed including environmental effects, in the frequency domain.
HANG:
This test computes the internal forces in a hanging rod.
HRISER:
This test computes the shape of a rod which is buoyant along a portion of the length.
J_LAYING:
This test simulates j_laying of a pipe from a barge.
HM1:
This is another one pile test, but the soil conditions are different than those for BPILE.
LPILE:
This is a sample of a laterally loaded pile, and it demonstrates how to define fixed nodes, soil, and loads applied to nodes.
PILDSN:
This test checks the pile design options of the program for a pile embedded in soil.
QPILE:
This is a more realistic test of pile/soil interaction. Here, we have a simple six pile jacket being laterally loaded. The solution here is linear in that the pile stiffness at zero deflection is used instead of iterating the correct stiffness.
SPILE:
This is another simple pile example.
TMOM:
This is tests using a moment at the top of a rod.
TMOM_PIPE:
This is tests using a moment at the top of a pipe.