‘Industrial Facilities’ Category
5 WATER TANKS API-650 TYPE
Client IMETAL Spain Alcance trabajos Seismic certification of 5 water tanks API-650 type, according to NCh2369-2003 local code. This Certification was requested by Abengoa Chile. Descripción Water Tanks: Raw (H=14 m / D =...
CONVEYOR 2 BRIDGE
Client Zañartu ADM Planning Scope Structural review and design of Foundations. This structure is part of the Project named New Mine Level of Codelco. Lenght 198 m Height 30 m Description 4 continuos span...
CRANE BRIDGE EXTENSION
Client Besalco Constructions Scope Extension of the crane bridge support, located into the Valves house. Capacity 12.5 Tons Location Ancoa Reservoir, Linares, Chile Year 2016
TASTING BUILDING
Client Amec Foster Wheeler Chile Scope Modification of Maintenance platforms, 3D dynamic model update and review of BRB seismic behavior (Buckling Restrainded Braces). Height 39 m Location Molybenum concentrate treatment Plant, Hualpén, Chile...
FLUE GAS STEAM GENERATOR
Client Amec Foster Wheeler Chile Scope Seismic certification of equipment and its support structure, according to NCh2369-2003 Chilean code. This certification was requested by ENAP Bio Bio. Height 33 m Location Enap Refinerias...
GREAT TELESCOPE LSST (AURA)
Client Besalco Construcciones Scope Review and optimization of next areas: Geomechanic – Arquitecture – Structure, Great Telescope of Sinoptical Research (LSST)”. Geomechanical topic Optimization such as: foundation support, rock anchorage, excavations slope and...
SAN JUAN CEMENT PLANT
Client Cementos San Juan Scope Structural review of footings of Cement Silos. Designer: Cobra Chile. Description Main Silo Cement, Extra Cement Silo, Filthy Building. Location San Antonio, Chile Year 2008
CHIMNEYS – MEJILLONES POWER PLANT
Client Foster Wheeler Chile Scope Analysis of dynamic wind effects on 2 Steel Industrial Chimneys. Assesment of drag force due to spoilers according to ESDU method. Assesment of damping taking into account soil...
DERRICK – COKE UNIT
Client Foster Wheeler Chile Scope Dynamics analisys and seismic reinforcement of the Derrick. During the Earthquake on February 27, 2010, this structure suffer several damage and was near to collapse. It is...