Ðîçðàõóíêîâî-ãðàô³÷í³ ñèñòåìè òà ïðîöåñîðè
Ïðîãðàìíèé êîìïëåêñ LIRA-FEM ñêëàäàºòüñÿ ç ìîäóë³â îñíîâíî¿ êîíô³ãóðàö³¿ òà äîäàòêîâèõ ñèñòåì
Îñíîâíà êîíô³ãóðàö³ÿ
Øâèäêå ñòâîðåííÿ ðîçðàõóíêîâèõ ñõåì
̳í³ìóì ïîìèëîê ³ ï³äâèùåííÿ åôåêòèâíîñò³ ïðè âçàºìî䳿Çàâäÿêè äâîñòîðîíí³é ³íòåãðàö³¿ ðîçðàõóíêè òåïåð ÷àñòèíà ºäèíî¿ ³íôîðìàö³éíî¿ ìîäåë³
- Autodesk Revit
- Tekla Structures
- PLAXIS 3D
- Rhino-Grasshopper
- À òàêîæ IFC, SAF, DXF
Êîìïîíåíòè òåõíîëî㳿 BIM
Äîçâîëÿº íà îñíîâ³ àðõ³òåêòóðíî¿ ìîäåë³ ñôîðìóâàòè ðîçðàõóíêîâó ñõåìó îïåðóþ÷è àíàë³òè÷íèìè ïîíÿòòÿìè.
Ïðåïðîöåñîð LIRA-CAD
Çàáåçïå÷óº ñòâîðåííÿ ðîçðàõóíêîâî¿ ñõåìè íà îñíîâ³ ³íôîðìàö³éíî¿ 3D ìîäåë³.
ªäèíå ãðàô³÷íå ñåðåäîâèùå
Øèðîêèé íàá³ð çðó÷íèõ ³íñòðóìåíò³â äëÿ ñòâîðåííÿ òà àíàë³çó êîìï'þòåðíèõ ìîäåëåé äîâ³ëüíèõ êîíñòðóêö³é.
Ïîòóæíèé ðîçðàõóíêîâèé ïðîöåñîð
Âêëþ÷ຠíèçêó äîäàòêîâèõ ìîäóë³â- Ðîçðàõóíêîâ³ ñïîëó÷åííÿ çóñèëü (ÐÑÇ)
- Ðîçðàõóíêîâ³ ñïîëó÷åííÿ íàâàíòàæåíü (ÐÑÍ)
- Îá÷èñëåííÿ íàâàíòàæåíü íà ôðàãìåíò êîíñòðóêö³¿
- Ïåðåâ³ðêà ñò³éêîñò³
- Ïåðåâ³ðêà ì³öíîñò³ ïåðåð³ç³â
Ïðîöåñîð ë³í³éíèé
- ñòàòè÷íèé àíàë³ç, á³áë³îòåêà ñê³í÷åííèõ åëåìåíò³â, ïîâíèé äèíàì³÷íèé àíàë³ç, ïîâåðõîâ³ (âóçëîâ³) ñïåêòðè â³äãóêó, ñåéñì³êà, ïóëüñàö³ÿ â³òðó, ñóïåðåëåìåíòè
Ïðîöåñîð íåë³í³éíèé
³íæåíåðíà íåë³í³éí³ñòü, ô³çè÷íà íåë³í³éí³ñòü, êîíñòðóêòèâíà íåë³í³éí³ñòü, ãåîìåòðè÷íà íåë³í³éí³ñòü, pushover analysis
Ïðîåêòóâàííÿ ìåòàëåâèõ òà çàë³çîáåòîííèõ êîíñòðóêö³é
Ðîçâèíóòèé ôóíêö³îíàë äëÿ âèð³øåííÿ òèïîâèõ çàäà÷- Âèçíà÷åííÿ ïîçäîâæíüî¿ òà ïîïåðå÷íî¿ àðìàòóðè ó ïåðåð³çàõ êîëîí, áàëîê, ïëèò, ä³àôðàãì òà îáîëîíîê çà ïåðøèì òà äðóãèì ãðàíè÷íèì ñòàíàì ç âèäà÷åþ åñê³ç³â ðîáî÷èõ êðåñëåíü.
- ϳäá³ð òà ïåðåâ³ðêà ïðîêàòíèõ, ñêëàäåíèõ òà íàñêð³çíèõ ïåðåð³ç³â; ï³äá³ð òà ïåðåâ³ðêà âóçë³â ñòàëåâèõ êîíñòðóêö³é - âóçë³â ñòàëåâèõ êàðêàñ³â, ôåðìîâèõ âóçë³â (ç êóòî÷ê³â, êðóãëèõ òà ïðÿìîêóòíèõ òðóá), îïîðíèõ âóçë³â êîëîí.
Ðîçðàõóíîê çàë³çîáåòîííèõ êîíñòðóêö³é
ϳäá³ð ïëîù ïåðåð³çó àðìàòóðè â³äïîâ³äíî äî ÷èííèõ ó ñâ³ò³ íîðìàòèâ³â.
Ëîêàëüíèé ðåæèì àðìóâàííÿ
Êîíñòðóþâàííÿ îêðåìîãî çàë³çîáåòîííîãî åëåìåíòó â³äïîâ³äíî äî íîðìàòèâíèõ âèìîã.
Ðîçðàõóíîê ñòàëåâèõ êîíñòðóêö³é
ϳäá³ð ïåðåð³ç³â åëåìåíò³â ñòàëåâèõ êîíñòðóêö³é òà ïåðåâ³ðêó çàäàíèõ ïåðåð³ç³â ³ âóçë³â â³äïîâ³äíî äî ÷èííèõ ó ñâ³ò³ íîðìàòèâ³â.
Ðåäàãîâàíèé ñîðòàìåíò ñòàëåâîãî ïðîêàòó
Ñòâîðåííÿ íîâèõ òà ðåäàãóâàííÿ ³ñíóþ÷èõ ñîðòàìåíòíèõ áàç ïðîêàòíèõ òà çâàðíèõ ïðîô³ë³â.
Äîäàòêîâ³ ñèñòåìè
Ñïåö³àë³çîâàí³ ðîçðàõóíêîâî-ãðàô³÷í³ ñèñòåìè
Øèðîê³ ìîæëèâîñò³ äëÿ ñïåöèô³÷íèõ çàäà÷- Äèíàì³÷í³ ðîçðàõóíêè.
- Âàð³àíòíå ïðîåêòóâàííÿ.
- Ìîäåëþâàííÿ ïðîöåñ³â çâåäåííÿ, äèíàì³÷íîãî íàâàíòàæåííÿ, ïðîãðåñóþ÷îãî îáâàëåííÿ.
- Ðîçâ'ÿçàííÿ çàäà÷ òåïëîïðîâ³äíîñò³. Ïåðåâ³ðêà âîãíåñò³éêîñò³.
- Ðîçðàõóíêè ôóíäàìåíò³â, ïàíåëüíèõ, àðìîêàì'ÿíèõ ³ ñòàëåçàë³çîáåòîííèõ êîíñòðóêö³é.
Assemblage
simulates erection process with account of changes in structural model during assemblage, accumulation of dislocation stresses, changes of material properties in time, etc.
Bridge
defines moving load (based on SAPFIR), generates influence surfaces
Time history analysis
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
KM-SAPR
automatically generates working drawings KM (of steel structures) – tagged models, joints, specifications (only in Russian)
Soil
generates 3D model of the soil based on engineering & geological surveys (geological boreholes) and applies generated model further in analysis of the ‘overground structure – foundation – soil’ system
METEOR system
Merges analysis results of several problems with different loads, stiffness, boundary conditions. Enhanced variant of MODEL VARIATION system.
Design of RC structures
automatically generates sketches of working drawings for columns, beams, diaphragms, floor slabs by results of analysis of reinforcement in ARM-SAPR module
Large panel buildings
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.
Masonry structures
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.
Composite (RC & steel) structures
carries out analysis of composite (RC & steel) structures – columns and beams with different patterns of stiff reinforcement; selects flexible reinforcement in defined composite sections.
Cross-section Design Toolkit
Physically nonlinear analysis of arbitrary sections
SAPFIR-Generator
System for visual parametric programming for auto generation and modification of complex 3D structures
Fire resistance
selects reinforcement for required ultimate fire resistance
Thermal analysis
simulates steady-state and transient heat transfer problems
Progressive collapse
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
Bar analogues
Design of elements (similar to bars) presented in design model with a set of FEs using appropriate bars