Áëàãîäàðÿ äâóñòîðîííåé èíòåãðàöèè ðàñ÷åòû òåïåðü ÷àñòü åäèíîé èíôîðìàöèîííîé ìîäåëè
Ïîçâîëÿåò íà îñíîâå àðõèòåêòóðíîé ìîäåëè ñôîðìèðîâàòü ðàñ÷åòíóþ ñõåìó îïåðèðóÿ àíàëèòè÷åñêèìè ïîíÿòèÿìè.
Îáåñïå÷èâàåò ñîçäàíèå ðàñ÷åòíîé ñõåìû íà îñíîâå èíôîðìàöèîííîé 3D ìîäåëè.
Øèðîêèé íàáîð óäîáíûõ èíñòðóìåíòîâ äëÿ ñîçäàíèÿ è àíàëèçà êîìïüþòåðíûõ ìîäåëåé ïðîèçâîëüíûõ êîíñòðóêöèé.
- ñòàòè÷åñêèé àíàëèç, áèáëèîòåêà êîíå÷íûõ ýëåìåíòîâ, ïîëíûé äèíàìè÷åñêèé àíàëèç, ïîýòàæíûå (óçëîâûå) ñïåêòðû îòêëèêà, ñåéñìèêà, ïóëüñàöèÿ âåòðà, ñóïåðýëåìåíòû
èíæåíåðíàÿ íåëèíåéíîñòü, ôèçè÷åñêàÿ íåëèíåéíîñòü, êîíñòðóêòèâíàÿ íåëèíåéíîñòü, ãåîìåòðè÷åñêàÿ íåëèíåéíîñòü, pushover analysis
Ïðèëîæåíèå âûïîëíÿåò ðàñ÷¸òû íà âûäåëåííûõ ñåðâåðàõ ëîêàëüíîé ñåòè, ïîçâîëÿÿ ñïåöèàëèñòó ïðîäîëæàòü ðàáîòó íà ñâîåé ñòàíöèè è ìàêñèìàëüíî ýôôåêòèâíî èñïîëüçîâàòü ëèöåíçèè è âû÷èñëèòåëüíûå ðåñóðñû.
Ìîùíûé èíñòðóìåíò äëÿ ñîçäàíèÿ ïîëíîöåííîé ñòðóêòóðèðîâàííîé òåõíè÷åñêîé äîêóìåíòàöèè íà îñíîâå ðåçóëüòàòîâ ðàñ÷¸òîâ â LIRA-FEM. Ñèñòåìà àâòîìàòèçèðóåò ôîðìèðîâàíèå îò÷¸òîâ, âêëþ÷àÿ òèòóëüíóþ ñòðàíèöó, ñîäåðæàíèå, ëîãè÷åñêè îðãàíèçîâàííûå ðàçäåëû, èíòåðàêòèâíûå êîïèè ýêðàíà è òàáëèöû.
Ïîäáîð ïëîùàäåé ñå÷åíèÿ àðìàòóðû â ñîîòâåòñòâèè ñ äåéñòâóþùèìè â ìèðå íîðìàòèâàìè.
Êîíñòðóèðîâàíèå îòäåëüíîãî æåëåçîáåòîííîãî ýëåìåíòà â ñîîòâåòñòâèè ñ íîðìàòèâíûìè òðåáîâàíèÿìè.
Ïîäáîð ñå÷åíèé ýëåìåíòîâ ñòàëüíûõ êîíñòðóêöèé è ïðîâåðêó çàäàííûõ ñå÷åíèé è óçëîâ â ñîîòâåòñòâèè ñ äåéñòâóþùèìè â ìèðå íîðìàòèâàìè.
Ñîçäàíèå íîâûõ è ðåäàêòèðîâàíèå ñóùåñòâóþùèõ ñîðòàìåíòíûõ áàç ïðîêàòíûõ è ñâàðíûõ ïðîôèëåé.
simulates erection process with account of changes in structural model during assemblage, accumulation of dislocation stresses, changes of material properties in time, etc.
simulates the process of dynamic loading according to accelerograms, determines forces and displacements at certain time periods, takes into account damping structures and material damping
generates 3D model of the soil based on engineering & geological surveys (geological boreholes) and applies generated model further in analysis of the `111overground structure – foundation – soil´ system
Merges analysis results of several problems with different loads, stiffness, boundary conditions. Enhanced variant of MODEL VARIATION system.
automatically generates sketches of working drawings for columns, beams, diaphragms, floor slabs by results of analysis of reinforcement in ARM-SAPR module
generates 3D model of panel building. Makes design and arrangement of joints. Carries out linear and nonlinear analysis of structural model (nonlinear behaviour of platform joints). Evaluates analysis results and stress-strain state of joints.
generates 3D model of multi-storey building from masonry structures with account of RC embedments (bond, core). Carries out analysis and selects mesh reinforcement for masonry.
carries out analysis of composite (RC & steel) structures – columns and beams with different patterns of stiff reinforcement; selects flexible reinforcement in defined composite sections.
Physically nonlinear analysis of arbitrary sections
System for visual parametric programming for auto generation and modification of complex 3D structures
selects reinforcement for required ultimate fire resistance
simulates steady-state and transient heat transfer problems
Simulation of progressive collapse. Stress-strain state of the whole structure preceding collapse is the initial one for the further variants when destructed elements are deleted
Design of elements (similar to bars) presented in design model with a set of FEs using appropriate bars
Åñëè ó âàñ âñå åùå åñòü ñîìíåíèÿ, çàãðóçèòå äåìîíñòðàöèîííóþ âåðñèþ è ïîïðîáóéòå èëè ñâÿæèòåñü ñ íàøåé ñëóæáîé ïîääåðæêè äëÿ ïîëó÷åíèÿ áîëåå ïîäðîáíîé èíôîðìàöèè.