Structural Stability Theory and Practice
Sukhvarsh Jerath
Preference :
The material in this book covers the failure of structures due to buckling and structural instability. The book represents an effort to comprehensively describe the principles and theory of structural stability of different types of structures. The failures due to structural instability depend on the structural geometry, size, and stiffness. It is important to understand structural instability failures because using higher-strength materials will not prevent these failures. More structures are failing due to instability because of the increased use of high strength materials and larger structures, such as long bridges, tall buildings, vast sports, and public arenas, large storage tanks, bigger airplanes, larger engines, turbines, motors, etc. The enlarged size increases the slenderness of the members of a structure, such that these members reach their stability limit before their material strength. If one looks at the design procedures of different codes, it becomes clear that in many situations the maximum forces members can support is governed by structural instability.
- STRUCTURAL STABILITY
- COLUMNS
- INELASTIC AND METAL COLUMNS
- BEAM COLUMNS
- FRAMES
- TORSIONAL BUCKLING AND LATERAL BUCKLING OF BEAMS
- INTRODUCTION
- BUCKLING OF SHELLS
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