dc.rights.license | All rights reserved | en_US |
dc.contributor.advisor | Pacheco Crosetti, Gustavo E. | |
dc.contributor.author | Santiago Caraballo, Ernesto J. | |
dc.date.accessioned | 2020-07-09T13:39:36Z | |
dc.date.available | 2020-07-09T13:39:36Z | |
dc.date.issued | 2018 | |
dc.identifier.citation | Santiago Caraballo, E. J. (2018). Analysis of billboards signs collapse due to intensive wind of Hurricane Maria [Unpublished manuscript]. Graduate School, Polytechnic University of Puerto Rico. | en_US |
dc.identifier.uri | http://hdl.handle.net/20.500.12475/320 | |
dc.description | Design Project Article for the Graduate Programs at Polytechnic University of Puerto Rico | en_US |
dc.description.abstract | In Structural Analysis the collapse of
different structures always will depend on factors
such as the loads, dimensions and material used for
building the structure. Billboards signs are
commonly used by the outdoor media companies to
deliver a message to the public and society. In
Puerto Rico, this types of structures are subjected
to high-intensity winds due to the hurricanes
phenomena that take place on our island. Highintensity winds could cause severe damage to the
sign structure causing sudden collapse. A few
months ago a category four hurricane called
“Maria” hit Puerto Rico and different structure of
this type collapsed on the whole island due to the
intense wind loads they were subjected. In this
project, different cases of billboard failures were
identified, and field visits were developed to
perform a visual inspection, take measurements,
and perform a general assessment of the failure,
and correlate damages. A local buckling and
plastic yielding type of failure was noted at the
lower ends of poles supporting the sign's structure.
This took place immediately above ground level
where the major concentration of stress due to the
wind force occurred. One of the cases, located in
the Municipality of Bayamon, was selected to
conduct a simulated failure analysis that would be
capable of reproducing the situation found, thus
allowing to estimate the wind speeds at the moment
of failure. The Finite Element Analysis (FEA)
software SAP200 R19 was used to perform an
elastic buckling analysis to find the critical load
factor and the bucking modal shape, and determine
which velocity of wind produced the critical
condition that may produce caused the buckling
failure. Then a full static nonlinear analysis
(pushover analysis) considering material
nonlinearity and geometric P-Delta effects was
performed, with the same objectives.
Key Terms - Billboard Signs, Buckling Load,
Critical load, Wind Forces. | en_US |
dc.language.iso | en_US | en_US |
dc.publisher | Polytechnic University of Puerto Rico | en_US |
dc.relation.ispartof | Civil Engineering; | |
dc.relation.ispartofseries | Spring-2018; | |
dc.relation.haspart | San Juan | en_US |
dc.subject.lcsh | Hurricane Maria, 2017 | |
dc.subject.lcsh | Hurricane damage | |
dc.subject.lcsh | Signs and signboards | |
dc.subject.lcsh | Polytechnic University of Puerto Rico--Graduate students--Research | |
dc.subject.lcsh | Polytechnic University of Puerto Rico--Graduate students--Posters | |
dc.title | Analysis of Billboards Signs Collapse Due to Intensive Wind of Hurricane Maria | en_US |
dc.type | Article | en_US |
dc.rights.holder | Polytechnic University of Puerto Rico, Graduate School | en_US |