| dc.description.abstract | Analysis and design of a bridge construction
process up to 15m main objective seeks to take
into account the conditions and variables that
interfere when developing a structure of this type.
Within these variables geological, geotechnical,
hydrological, hydraulic and structural are
highlighted.
This was carried out through the
collection and analysis of data, whether taken
previously by the team in field or taken by the
investigator. From the data the different conditions
are obtained to which the construction of a bridge
is subjected. It also includes an analysis of how
each of these variables interferes with the
development of the work, both in design and
construction. The previous is subjected to the
standards and specifications laid mainly in the
“Código de Cimentaciones de Costa Rica”,
“Código Sismico de Costa Rica”, specifically the
LRFD method for the design of bridges, this in
order to present a valid and acceptable procedure
for later applications, supported with valid and
applicable in many other cases. The results are
within acceptable ranges according to the rules,
giving the design values that conform to reality
and normality when speaking of bridges that are
not only up to 15 meters, but to even greater
lengths to reach even the 30 meters. The use of
this information does provide a general procedure
and descriptive steps to design a bridge design
also emphasize the regulation of each process
through the aforementioned regulations. | |
