|
<!--
function fwLoadMenus() {
if (window.fw_menu_0) return;
window.fw_menu_0 = new Menu("root",290,17,"Arial, Helvetica, sans-serif",10,"#ffffff","#ffffff","#003366","#6699cc");
fw_menu_0.addMenuItem("Geotechnical Instrumentation","location='../servicios/instrumentation.htm'");
fw_menu_0.addMenuItem("Landfill Engineering","location='../servicios/landfill.htm'");
fw_menu_0.addMenuItem("Controlled caisson driving","location='../servicios/caisson.htm'");
fw_menu_0.addMenuItem("Load trials and tests","location='../servicios/load.htm'");
fw_menu_0.addMenuItem("Budgeting, programming, and management of projects","location='../servicios/budgeting.htm'");
fw_menu_0.addMenuItem("Partners","location='../servicios/partners.htm'");
fw_menu_0.fontWeight="bold";
fw_menu_0.hideOnMouseOut=true;
window.fw_menu_1 = new Menu("root",100,17,"Arial, Helvetica, sans-serif",10,"#ffffff","#ffffff","#003366","#6699cc");
fw_menu_1.addMenuItem("DINAMCAD-3DT","location='../software/dinamcad_i.htm'");
fw_menu_1.addMenuItem("PRECISION","location='../software/precision_i.htm'");
fw_menu_1.addMenuItem("EF-ELAST","location='../software/efelast_i.htm'");
fw_menu_1.addMenuItem("EF-REDES","location='../software/efredes_i.htm'");
fw_menu_1.addMenuItem("SLOPES","location='../software/taludes_i.htm'");
fw_menu_1.fontWeight="bold";
fw_menu_1.hideOnMouseOut=true;
window.fw_menu_2 = new Menu("root",280,17,"Arial, Helvetica, sans-serif",10,"#ffffff","#ffffff","#003366","#6699cc");
fw_menu_2.addMenuItem("Design and Control of Instrumentation","location='../proyectos/instrumentation.htm'");
fw_menu_2.addMenuItem("Landfill Engineering","location='../proyectos/landfill.htm'");
fw_menu_2.addMenuItem("Controlled Caissons","location='../proyectos/caissons.htm'");
fw_menu_2.addMenuItem("Geotechnics","location='../proyectos/geotechnics.htm'");
fw_menu_2.addMenuItem("Load tests for Piles, Anchors and Slabs","location='../proyectos/piles.htm'");
fw_menu_2.addMenuItem("Structural Correctives","location='../proyectos/structural.htm'");
fw_menu_2.addMenuItem("Budgeting, Programming and Management of Projects","location='../proyectos/budgeting.htm'");
fw_menu_2.fontWeight="bold";
fw_menu_2.hideOnMouseOut=true;
fw_menu_0.writeMenus();
} // fwLoadMenus()
function MM_swapImgRestore() { //v3.0
var i,x,a=document.MM_sr; for(i=0;a&&i<a.length&&(x=a[i])&&x.oSrc;i++) x.src=x.oSrc;
}
function MM_preloadImages() { //v3.0
var d=document; if(d.images){ if(!d.MM_p) d.MM_p=new Array();
var i,j=d.MM_p.length,a=MM_preloadImages.arguments; for(i=0; i<a.length; i++)
if (a[i].indexOf("#")!=0){ d.MM_p[j]=new Image; d.MM_p[j++].src=a[i];}}
}
function MM_swapImage() { //v3.0
var i,j=0,x,a=MM_swapImage.arguments; document.MM_sr=new Array; for(i=0;i<(a.length-2);i+=3)
if ((x=MM_findObj(a[i]))!=null){document.MM_sr[j++]=x; if(!x.oSrc) x.oSrc=x.src; x.src=a[i+2];}
}
//-->
| | |
 |
|
| |
| |
THE DINAMCAD-3DT SYSTEM
FOR MANAGEMENT
OF INSTRUMENTATION INFORMATION
DINAMCAD-3DT
is a vectorized drawing program for handling instrumentation
information of civil projects, in three dimensions and
time, which permits the efficient and simple handling
of great volumes of information, either manually, semi-automatically,
or automatically.
Its main objective is
to manipulate (read, convert, present, process, visualize,
distribute, etc.) the information provided by a system
of civil project instrumentation, in order to interpret
it and use it as an aid in decision-making.
Although
it includes exclusive utilities typical of geotechnical
instrumentation, DINAMCAD-3DT
may be used for other general applications. It is possible
to include information regarding the progress in the
construction or in the installation of devices, meteorological
information, operations information, etc., thus generating
a system of interrelated information which may be extremely
useful in the interpretation of results and in decision-making.
|
| |
DINAMCAD-3DT
has been used in Colombia and in other countries
of Latinamerica with exelent results in the control
and handling of manual instrumentations, semi automized
and automized used in big infrastructure projects. Some
exaples of these: dams, tunnels, landfilled snitariums,
slopes conduction lines for water of great diameters,
constructions and bridges amongst others.
|
| |
|
| | |
| ©
Salazar Ferro Ingenieros S. A.
Dir: Cra 106 No 15 -25 Casillero 51
Teléfono (PBX): (57) 1 4395147
Fax (57) 1 4395145
Bogotá - Colombia
|
|
|