Скачать с ютуб Structural Instability & Zero Stiffness: Part 2 – Instability condition and rectification of model в хорошем качестве

Structural Instability & Zero Stiffness: Part 2 – Instability condition and rectification of model

Structural Instability and Zero Stiffness conditions are very common in a model, but if these problems are not rectified, that may lead to incorrect analysis and design result or complete failure of the structure. In this video, I have discussed about instability condition, different types of instability, how to interpret the warning message and finally how to rectify the structure. Following is the concerned warning messages -- ***WARNING - INSTABILITY AT JOINT 2 DIRECTION = MX ***NOTE - VERY WEAK SPRING ADDED FOR STABILITY It is very crucial for structural integrity to understand the problem and accordingly rectify the problems - identification and rectification of instability problems will be covered in this video series. ********************************************************************************** Seismic Analysis based on ASCE/IBC code - Response Spectrum Method --   • Seismic Analysis based on ASCE/IBC co...   STAAD Advanced Concrete Designer --    • Advanced Concrete Designer   Steel Structure Optimization with STAAD --    • Steel Structure Optimization with STAAD   STAAD.Pro CONNECT Edition Update 8 : What's new --    • STAAD.Pro CONNECT Edition V22 Update ...