Îñíîâíàÿ êîíôèãóðàöèÿ

Áûñòðîå ñîçäàíèå ðàñ÷åòíûõ ñõåì

Ìèíèìóì îøèáîê è ïîâûøåíèå ýôôåêòèâíîñòè ïðè âçàèìîäåéñòâèè
Ýôôåêòèâíûé BIM

Áëàãîäàðÿ äâóñòîðîííåé èíòåãðàöèè ðàñ÷åòû òåïåðü ÷àñòü åäèíîé èíôîðìàöèîííîé ìîäåëè

  • Autodesk Revit
  • Tekla Structures
  • PLAXIS 3D
  • Rhino-Grasshopper
  • À òàêæå IFC, SAF, DXF
bim

Êîìïîíåíòû òåõíîëîãèè BIM

Ïîçâîëÿåò íà îñíîâå àðõèòåêòóðíîé ìîäåëè ñôîðìèðîâàòü ðàñ÷åòíóþ ñõåìó îïåðèðóÿ àíàëèòè÷åñêèìè ïîíÿòèÿìè.

construction

Ïðåïðîöåññîð LIRA-CAD

Îáåñïå÷èâàåò ñîçäàíèå ðàñ÷åòíîé ñõåìû íà îñíîâå èíôîðìàöèîííîé 3D ìîäåëè.

visor

Åäèíàÿ ãðàôè÷åñêàÿ ñðåäà

Øèðîêèé íàáîð óäîáíûõ èíñòðóìåíòîâ äëÿ ñîçäàíèÿ è àíàëèçà êîìïüþòåðíûõ ìîäåëåé ïðîèçâîëüíûõ êîíñòðóêöèé.

Ìîùíûé ðàñ÷åòíûé ïðîöåññîð

Âêëþ÷àåò ðÿä äîïîëíèòåëüíûõ ìîäóëåé
Ìåòîä êîíå÷íûõ ýëåìåíòîâ
  • Ðàñ÷åòíûå ñî÷åòàíèÿ óñèëèé (ÐÑÓ)
  • Ðàñ÷åòíûå ñî÷åòàíèÿ íàãðóçîê (ÐÑÍ)
  • Âû÷èñëåíèå íàãðóçîê íà ôðàãìåíò êîíñòðóêöèè
  • Ïðîâåðêà óñòîé÷èâîñòè
  • Ïðîâåðêà ïðî÷íîñòè ñå÷åíèé
processor

Ïðîöåññîð ëèíåéíûé

- ñòàòè÷åñêèé àíàëèç, áèáëèîòåêà êîíå÷íûõ ýëåìåíòîâ, ïîëíûé äèíàìè÷åñêèé àíàëèç, ïîýòàæíûå (óçëîâûå) ñïåêòðû îòêëèêà, ñåéñìèêà, ïóëüñàöèÿ âåòðà, ñóïåðýëåìåíòû

processor_nl

Ïðîöåññîð íåëèíåéíûé

èíæåíåðíàÿ íåëèíåéíîñòü, ôèçè÷åñêàÿ íåëèíåéíîñòü, êîíñòðóêòèâíàÿ íåëèíåéíîñòü, ãåîìåòðè÷åñêàÿ íåëèíåéíîñòü, pushover analysis

analysis_server

Ñåðâåð ðàñ÷åòîâ

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.

Äîêóìåíòèðîâàíèå

Âñ¸ äëÿ ñîçäàíèÿ îò÷¸òà â îäíîì ìåñòå
Îò÷åò
áåç
ðóòèíû
  • Øàáëîíû ñòðóêòóðû îò÷¸òà è àâòîìàòè÷åñêàÿ íóìåðàöèÿ
  • Àíàëèòè÷åñêèå òàáëèöû è êîïèè ýêðàíà ñ îáíîâëåíèåì ïîñëå èçìåíåíèé ìîäåëè
  • Ýêñïîðò â DOCX / PDF äëÿ ïåðåäà÷è çàêàç÷èêó

Êíèãà îò÷åòîâ

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.

Ïðîåêòèðîâàíèå ìåòàëëè÷åñêèõ è æåëåçîáåòîííûõ êîíñòðóêöèé

Ðàçâèòûé ôóíêöèîíàë äëÿ ðåøåíèÿ òèïîâûõ çàäà÷
Ïðîåêòèðóþùèå ñèñòåìû
  • Îïðåäåëåíèå ïðîäîëüíîé è ïîïåðå÷íîé àðìàòóðû â ñå÷åíèÿõ êîëîíí, áàëîê, ïëèò, äèàôðàãì è îáîëî÷åê ïî ïåðâîìó è âòîðîìó ïðåäåëüíûì ñîñòîÿíèÿì ñ âûäà÷åé ýñêèçîâ ðàáî÷èõ ÷åðòåæåé.
  • Ïîäáîð è ïðîâåðêà ïðîêàòíûõ, ñîñòàâíûõ è ñêâîçíûõ ñå÷åíèé; ïîäáîð è ïðîâåðêà óçëîâ ñòàëüíûõ êîíñòðóêöèé - óçëîâ ñòàëüíûõ êàðêàñîâ, ôåðìåííûõ óçëîâ (èç óãîëêîâ, êðóãëûõ è ïðÿìîóãîëüíûõ òðóá), îïðíûõ óçëîâ êîëîíí.
arm

Ðàñ÷åò æåëåçîáåòîííûõ êîíñòðóêöèé

Ïîäáîð ïëîùàäåé ñå÷åíèÿ àðìàòóðû â ñîîòâåòñòâèè ñ äåéñòâóþùèìè â ìèðå íîðìàòèâàìè.

larm

Ëîêàëüíûé ðåæèì àðìèðîâàíèÿ

Êîíñòðóèðîâàíèå îòäåëüíîãî æåëåçîáåòîííîãî ýëåìåíòà â ñîîòâåòñòâèè ñ íîðìàòèâíûìè òðåáîâàíèÿìè.

stk

Ðàñ÷åò ñòàëüíûõ êîíñòðóêöèé

Ïîäáîð ñå÷åíèé ýëåìåíòîâ ñòàëüíûõ êîíñòðóêöèé è ïðîâåðêó çàäàííûõ ñå÷åíèé è óçëîâ â ñîîòâåòñòâèè ñ äåéñòâóþùèìè â ìèðå íîðìàòèâàìè.

rs

Ðåäàêòèðóåìûé ñîðòàìåíò ñòàëüíîãî ïðîêàòà

Ñîçäàíèå íîâûõ è ðåäàêòèðîâàíèå ñóùåñòâóþùèõ ñîðòàìåíòíûõ áàç ïðîêàòíûõ è ñâàðíûõ ïðîôèëåé.

Äîïîëíèòåëüíûå ñèñòåìû

Cïåöèàëèçèðîâàííûå ðàñ÷åòíî-ãðàôè÷åñêèå ñèñòåìû

Øèðîêèå âîçìîæíîñòè äëÿ ñïåöèôè÷åñêèõ çàäà÷
Ñïåöèàëüíûå âîçìîæíîñòè
  • Äèíàìè÷åñêèå ðàñ÷åòû.
  • Âàðèàíòíîå ïðîåêòèðîâàíèå.
  • Ìîäåëèðîâàíèå ïðîöåññîâ âîçâåäåíèÿ, äèíàìè÷åñêîãî íàãðóæåíèÿ, ïðîãðåññèðóþùåãî îáðóøåíèÿ.
  • Ðåøåíèå çàäà÷ òåïëîïðîâîäíîñòè. Ïðîâåðêà îãíåñòîéêîñòè.
  • Ðàñ÷åòû ôóíäàìåíòîâ, ïàíåëüíûõ, àðìîêàìåííûõ è ñòàëåæåëåçîáåòîííûõ êîíñòðóêöèé.

Assemblage

simulates erection process with account of changes in structural model during assemblage, accumulation of dislocation stresses, changes of material properties in time, etc.

dynamic

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

soil

Soil

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

meteor

METEOR system

Merges analysis results of several problems with different loads, stiffness, boundary conditions. Enhanced variant of MODEL VARIATION system.

gbk

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

panel

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

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.

steel_concrete

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.

section_designer

Cross-section Design Toolkit

Physically nonlinear analysis of arbitrary sections

generator

SAPFIR-Generator

System for visual parametric programming for auto generation and modification of complex 3D structures

fire_resistance

Fire resistance

selects reinforcement for required ultimate fire resistance

thermal_analysis

Thermal analysis

simulates steady-state and transient heat transfer problems

progressive_collapse

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

Bar analogues

Design of elements (similar to bars) presented in design model with a set of FEs using appropriate bars

rc_expert

Îöåíèòå âîçìîæíîñòè

Åñëè ó âàñ âñå åùå åñòü ñîìíåíèÿ, çàãðóçèòå äåìîíñòðàöèîííóþ âåðñèþ è ïîïðîáóéòå èëè ñâÿæèòåñü ñ íàøåé ñëóæáîé ïîääåðæêè äëÿ ïîëó÷åíèÿ áîëåå ïîäðîáíîé èíôîðìàöèè.

Äåìîíñòðàöèîííàÿ âåðñèÿ èëè Çàïðîñèòü îíëàéí-ïðåçåíòàöèþ