Advanced Analysis And Design For Fire Safety Of Steel Structures
Contents
- Damage To Steel Structures Caused By Fire
- Global Collapse Of Steel Structures In Fire
- Damage To Structural Components By Fire
- Requirements For Fire Resistance Of Steel Structures
- Ultimate Limit State Of Structures In A Fire
- Load Bearing Capacity Criteria
- Fire-Resistance Duration Demands
- Approach For Determining Fire-Resistance Of Steel Structures
- Experimental Approach
- Analytical Approach
- References
- Fire In Buildings
- Basic Concepts
- Fire Load
- Heat Released Rate
- Compartment Fire
- Development Of Compartment Fire
- Heat Release Model Of Fire Before Flashover
- Conditions Necessary For Flashover
- Heat Release Rate Of The Fire After Flashover
- Modeling Of Compartment Fire
- Empirical Modeling Of Compartment Fire
- Large Space Building Fire
- Characteristics Of Large Space Building
- Characteristics Of Large Space Building Fire
- Advanced Analysis And Design For Fire Safety Of Steel Structures
Simulation Of Large Space Building Fire Using Zone Model
- Characteristics Of Large Space Building Fire
- Standard Fire And Equivalent Exposure Time
- Standard Fire
- Equivalent Exposure Time
- References
- Properties Of Steel At Elevated Temperatures
- Thermal Properties Of Structural Steel At Elevated Temperatures
- Conductivity
- Specific Heat
- Density
- Mechanical Properties Of Structural Steel At High Temperature
- Test Regimes
- Definition Of Yield Strength At High Temperature
- Mechanical Properties Of Structural Steel At High
- Advanced Analysis And Design For Fire Safety Of Steel Structures
- Temperatures
- Yield Strength And Elastic Modulus Of Fire-Resistant Steel
- At High Temperatures
- Stress-Strain Relationship Of Normal Strength Structural
- Steel And Fire-Resistant Steel At Elevated Temperatures
- Mechanical Properties Of High Strength Steel At High Temperatures
- High Strength Bolt
- High Strength Cable
- Properties Of Stainless Steel At High Temperatures
