Çàâäÿêè äâîñòîðîíí³é ³íòåãðàö³¿ ðîçðàõóíêè òåïåð ÷àñòèíà ºäèíî¿ ³íôîðìàö³éíî¿ ìîäåë³
Äîçâîëÿº íà îñíîâ³ àðõ³òåêòóðíî¿ ìîäåë³ ñôîðìóâàòè ðîçðàõóíêîâó ñõåìó îïåðóþ÷è àíàë³òè÷íèìè ïîíÿòòÿìè.
Çàáåçïå÷óº ñòâîðåííÿ ðîçðàõóíêîâî¿ ñõåìè íà îñíîâ³ ³íôîðìàö³éíî¿ 3D ìîäåë³.
Øèðîêèé íàá³ð çðó÷íèõ ³íñòðóìåíò³â äëÿ ñòâîðåííÿ òà àíàë³çó êîìï'þòåðíèõ ìîäåëåé äîâ³ëüíèõ êîíñòðóêö³é.
- ñòàòè÷íèé àíàë³ç, á³áë³îòåêà ñê³í÷åííèõ åëåìåíò³â, ïîâíèé äèíàì³÷íèé àíàë³ç, ïîâåðõîâ³ (âóçëîâ³) ñïåêòðè â³äãóêó, ñåéñì³êà, ïóëüñàö³ÿ â³òðó, ñóïåðåëåìåíòè
³íæåíåðíà íåë³í³éí³ñòü, ô³çè÷íà íåë³í³éí³ñòü, êîíñòðóêòèâíà íåë³í³éí³ñòü, ãåîìåòðè÷íà íåë³í³éí³ñòü, pushover analysis
Äîäàòîê âèêîíóº ðîçðàõóíêè íà âèä³ëåíèõ ñåðâåðàõ ëîêàëüíî¿ ìåðåæ³, äîçâîëÿþ÷è ôàõ³âöþ ïðîäîâæóâàòè ðîáîòó íà ñâî¿é ñòàíö³¿ òà ìàêñèìàëüíî åôåêòèâíî âèêîðèñòîâóâàòè ë³öåí糿 é îá÷èñëþâàëüí³ ðåñóðñè.
Ïîòóæíèé ³íñòðóìåíò äëÿ ñòâîðåííÿ ïîâíîö³ííî¿, ñòðóêòóðîâàíî¿ òåõí³÷íî¿ äîêóìåíòàö³¿ íà îñíîâ³ ðåçóëüòàò³â ðîçðàõóíê³â ó LIRA-FEM. Ñèñòåìà àâòîìàòèçóº ôîðìóâàííÿ çâ³ò³â, ùî âêëþ÷àþòü òèòóëüíó ñòîð³íêó, çì³ñò, ñòðóêòóðîâàí³ ðîçä³ëè, ³íòåðàêòèâí³ êîﳿ åêðàíà òà òàáëèö³.
ϳäá³ð ïëîù ïåðåð³çó àðìàòóðè â³äïîâ³äíî äî ÷èííèõ ó ñâ³ò³ íîðìàòèâ³â.
Êîíñòðóþâàííÿ îêðåìîãî çàë³çîáåòîííîãî åëåìåíòó â³äïîâ³äíî äî íîðìàòèâíèõ âèìîã.
ϳäá³ð ïåðåð³ç³â åëåìåíò³â ñòàëåâèõ êîíñòðóêö³é òà ïåðåâ³ðêó çàäàíèõ ïåðåð³ç³â ³ âóçë³â â³äïîâ³äíî äî ÷èííèõ ó ñâ³ò³ íîðìàòèâ³â.
Ñòâîðåííÿ íîâèõ òà ðåäàãóâàííÿ ³ñíóþ÷èõ ñîðòàìåíòíèõ áàç ïðîêàòíèõ òà çâàðíèõ ïðîô³ë³â.
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 ‘overground 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