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POR 2000 - analysis and antiseismic verification of structures in masonry multiplan in masonry, to generic plant, with flat foundations or sfalsate, openings to rectilinear or curved architrave, also not aligned in the wall, solai plans or tilt to you, pulling of plan and murari panels of mechanical, rinforzabili characteristic different with armed vestments and injections, subjects to prejams and different degrees of ammorsamento with the solai for effect of the cordoli and pulling. The structure building is defined in graphical atmosphere or, in equivalent way, through input numerical on griglie. in support to the input, functions of utilit?ome the duplication of plans, l.importazione Dxf of background planimetry and the dell.ambiente total synchronization turn out much simple and intuitiva one, a lot that one entire session of job to pu?ssere completed in short time, with the minimal effort from dell.utente part. The flow of the program?ontrollato from a men?tandard to curtain in which one icona graphical is listed to all the possible actions?ssociata action, for an immediate indirizzamento. Under to the line of the men? present the bar of the frequent commandos that allows to an access express to the pi?tilizzate actions, attivabili directly with a click of the mouse. The program concurs the graphical sight of the model, through plants, prospects, solid sights, dominions of resistance, maps of engagement, realized with a degree of such detail to render visible all the particular of the modellazione and it turns out to you pi?ignificati to you. All the windows are equipped of the usual graphical commandos.) that they allow one easy management element with the mouse and sincronizzare on it the windows. Zoom/Spostamento: it concurs zoom with the left key and the movement of the design with the right. Zoom to window: the zoom concurs with window, to use the left key in order to magnify, the right in order to reduce. Zoom characters: it concurs zoom of the characters of text with the left key and the movement of the design col. the design and of riproporzionarlo with the blowup relationship. It imports Dxf background: the import concurs. Options of the design: it concurs to assign other sights, like in the plant, to the base headquarters join the commandos of editing graphical, organizes in appropriate bars instruments to you, with which?ossibile to insert, to cancel, to move, to modify. Other sights are made available with progressing of the job: the prospects of the walls and the solid sight 3D as an example depend on the logical construction of the structural model and therefore they demand a minimal consistency of the data of definition based on turns out to you, like the resistance dominions and the engagement maps, become available to executed analysis and allow the synthetic interpretation of turn out to you caught up. For all the graphical sights?ossibile to assign design preferences, like the dimension and the font of the characters, the step of the grill, the presence of the indices on the elements or the fillature. to all the graphical windows?l commando Preview, that it concurs to examine the preview of press of the design, riposizionarlo on the sheet, to print it or to export it in Dxf. In the windows of the plants?ossibile to graphically construct the structural outline of several the plans and to control of the correspondence. The design?ostruito in scale with a degree of such detail to render appreciable all visually the particular of the modellazione executed and?acilmente manipulable with a rich assortment of graphical commandos: zoom, pan, press preview. bars instruments for the insertion and the graphical modification of all the elements that immediately constitute the model after every operation of modification of the data, brought graphically or for digitazione directed in the griglie of definition. In the plants the elements are visible all use you in the modellazione, the crossing nodes, the murari panels, the openings, the solai, the cordoli. to appreciate the spessori and the deviations of the panels, it reinforces applies to you, the presence of the cordoli, the orditura of the solai, the dimensions. Additional information are rendered with code color, like in the case of the panels, fillati in the characteristic color of. The indices of the nodes are present, of the panels and of solai and the?ossibile to affix a quotatura determine the proportions them to the panels or to the openings, using the appropriate one. On the advanced edge we find the bar of the common commandos. On the left edge?ollocata the bar of selection of the structural elements, used for the functions of editing graphical, composed Selecting an element the relative bar of the actions appears immediately, in which to pu?elezionare the graphical operation In these windows the prospects of the murari panels are taken an examination in the detail, the whose geometry?icavata from the program in function of the ribassamenti or the rises defined on the solai that they insist on the panel. The masonry of the panel and the architraves of the openings are reproduced with colors legacies to the type of material in order to concur of an immediate one. The design?uotato in the main dimensions, length and height on the estremali nodes, the interassi and the inner dimensions of the openings and therefore turns out very useful for the control determine the proportions them of the model. Visivile also the sight of the cross-sectional section, that it concurs to control the thickness of the spirit masonry and the eventual vestments added you of I reinforce, nonch?isassamenti regarding. On the advanced edge we find the bar of the common commandos of design. On the left edge?ollocata the bar with the previewed commandos of editing graphical for this window:. it concurs to pass from the frontal sight that posterior one and viceversa. In the phase of construction of the structural model, the program assembles in automatic rifle the walls like aligned succession of single panels and the result of such?isibile operation in the sight. In the?iportato design the prospect of the wall and the cross-sectional section correspondent to the abscissa chosen from the customer panels that constitute the wall are fillati in the characteristic color. to control the spessori and the vertical deviations of masonries. On the advanced edge we find the bar of the common commandos of design. On the left edge?ollocata the bar with the previewed commandos of editing graphical for this window: of insertion, modification and movement of the sections to ribaltamento. of modification deviations: it concurs of regulating graficamenti the deviations seen fronte/retro. concurs to pass from the frontal sight to that one. The sections of verification to ribaltamento are indicated from a segnaposto triangular and, in first request, they are determined. With the?ossibile specific commando to move one verification section, to cancel it or to add of one new. With the other commando the deviations can be regulated cliccando on the cross-sectional section: to every click disassa the wall of average centimeter towards left or right, to second that uses the left key or the skillful key of the mouse. In this window extension the three-dimensional solid model of the building, profit in order to control the geometric correspondence with. The diagram?ealizzata with the OpenGL functions that directly take advantage of the graphical motor of the card video and render possible one interactive management of the movements and the spins of the model, with simple movements of the mouse. Between the options?revista the possibilit?i to vary the effects of light and fog and to compose seen partial of the solid model, in order to facilitate the control of structural zones that otherwise would turn out hidden from other elements, like the sight Walls. ?isponibile after the construction of the model. Said also capacit?rappresentano curves the equilibrium distance cargo-movement of the analysis pushover for every sismica direction. They are evidences on the curve the caught up states limit, the bilinear schematizzazione equivalent, the straight one of the secante rigidity fessurata and the limit to you of the demanded movement that the curve must exceed. The examination of the resistance dominions?n half much effective one in order to estimate turns out you of the sismica analysis. ?n designed polar diagram in plant with center on the barycentre of the rigidities, the whose beam in one sure direction measure the structural emergency for sisma agent in that direction. The brought back dominions of resistance in diagram depend on the selected sismico normative system: in the case of sismica analysis according to Dm' 96 they are brought back the elastic dominion, of fessurazione and. In the case of sismica analysis second Decree 3274 is brought back instead the dominions of last damage and, estimated for one double distribution of sismiche forces on the height of the building. Every dominion?isegnato in various color and their?mmediata reading, the dominion must be always external to the circle of the demanded minimal emergency and the directions of greater weakness are those. The examination of the dominions?uindi particularly useful in order to comprise the structural deficiencies on the sismica answer and in order to plan the participations of I reinforce. Draft of a design plant that coded filler color the deformativo picture of the murari males correspondent to one of the states you limit of interest is determined to you with the sismica analysis not. The collassati septa can be characterized (mark to you with an median line outlined) and the type of crisis that has determined the collapse of the male, for cut (in red) or longitudinal pressoflessione. Moreover?ossibile to recognize the collapses that happen for low levels of the sismica action and that they turn out prejudicial for the satisfaction of the sismica verification, like indicated in. They are said criti to us and they come identifies to you with a double quantity. Cliccando the expressed septum with the mouse?noltre possible from such maps turns out very useful in order to interpret the resources of emergency available and in order to localize the possible participations. On the advanced edge we find the bar of the common commandos of design. On the left edge?ollocata one bar of options: to pass to alla.vista envelope for all the directions. to pass alla.vista for single direction seen for single direction, this pu?ssere varied cliccando. Draft of a design is leood, analogous to the previous one, in which tonalit?i the color they express the degree of engagement of the murari septa in the comparisons of the verifications of local type, to tonalit?hiare indicates a low engagement, tonalit?ariche expresses a high engagement. The threshold of verification?appresentata from an equal engagement to the 1. the septa with a advanced engagement do not satisfy the verification and are evidence to you in red full load, with a double quantity outline diagonal. With a simple one click, moreover?ossibile to obtain regarding numerical information detailed the verification. Obvious E' that the maps of verification engagement, with to the maps of sismico engagement and the dominions of resistance, constitute of the precious sources of information for the visual interpretation of turns out to you main of the analysis and for the dimensioning of. On the advanced edge we find the bar of the common commandos of design. On the left edge?ollocata the bar of selection of the verifications: Verification static pressoflessione in the flat Verification of the tensions on the land of the carried out verifications Are the histograms riepilogati you of all, brought back in terms of the maximum engagements of verification and factors. In before the shape, all are considered the verifications (static and sismiche) and for ognuna of they filler the degree of the maximum engagement, defined like relationship between the maximum value of exercise and the value. In the second shape they take in consideration the sun sismiche verifications and for ognuna of they filler the reserve factor regarding the sismica action, expressed in connection with intensit?La the verification is turned out satisfied if the?aggiore safety factor. In particular, the safety factor expresses the intensit?assima of the sisma that the satisfaction of the verification, expressed concurs like multiple of the sisma of plan. POR 2000: software calculation structures building. Metropolis Center Tower South - Via.