References
- ACI Committee 228.1R-03. 1994. In-Place Methods to Estimate Concrete Strength. Farmington Hills, MI: American Concrete Institute.
- ACI Committee 562-12. 2012. Code Requirements for Evaluation, Repair, and Rehabilitation of Concrete Buildings and Commentary. Farmington Hills, MI: American Concrete Institute.
- Al-Heety, E. 2013. “Seismicity and Seismotectonics of Libya: As an Example of Intraplate Environment.” Arabian Journal of Geosciences 6 (1): 193–204. May 24. doi:10.1007/s12517-011-0347-y.
- Al-Heety, E., and A. Eshwehdi. 2006. “Seismicity of the Northwestern Region of Libya: An Example of Continental Seismicity.” Seismological Research Letters 77: 691–696. doi:10.1785/gssrl.77.6.691.
- “ANSYS Software.” Southpointe 275 Technology Drive Canonsburg, PA 15317.
- Arioz, O. 2007. “Effects of Elevated Temperatures on Properties of Concrete.” Fire Safety Journal 42: 516–522. doi:10.1016/j.firesaf.2007.01.003.
- ASTM C42/C42M. 2004. Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete. West Conshohocken, PA: American Society for Testing and Materials.
- ASTM C597. 2009. Standard Test Method for Pulse Velocity through Concrete. West Conshohocken, PA: American Society for Testing and Materials.
- Bernard, E., G. H. William, and H. K. William. 1972. “Evaluating Fire Damage to Concrete Structures” Part II of a Three-Part Series on Repair of Fire Damage. Aberdeen Group.
- EN 1992-1-2. 2004. Eurocode 2: Design of Concrete Structures- Part 1–2: General Rules- Structural Fire Design. Brussels: European Committee for Standardization.
- FEMA356. 2000. Prestandard and Commentary for the Seismic Rehabilitation of Buildings. Washington, DC: Federal Emergency Management Agency. November.
- FIB Task Group 4.3. 2008. “Fire Design of Concrete Structures - Structural Behaviour and Assessment.” FIB Bulletin 46: 63–114.
- “Fire Safety of Concrete Buildings.” 2010. Cement Concrete & Aggregate. Australia.
- Kumar, P., and G. Srivastava. 2017. “Numerical Modeling of Structural Frames with Infills Subjected to Thermal Exposure: State-of-the-Art Review.” Journal of Structural Fire Engineering 8 (3): 218–237. doi:10.1108/JSFE-05-2017-0031.
- Kumar, P., and G. Srivastava. 2018. “Effect of Fire on In-Plane and Out-of-Plane Behavior of Reinforced Concrete Frames with and without Masonry Infills.” Construction and Building Materials 167: 82–95. doi:10.1016/j.conbuildmat.2018.01.116.
- Ministry of Publicworks and Settlement. 2007. Turkish Earthquake Resistant Design Code — TEDRC. Ankara, Turkey.
- Raut, N., and K. Venkatesh. 2012. “Behavior of Circular Reinforced Concrete Columns under Fire Conditions.” Journal of Structural Fire Engineering 3 (1): 37–55. doi:10.1260/2040-2317.3.1.37.
- “SAP2000 Software.” Berkeley, CA: Computers and Structures, Inc.
- Tao, Z., and X. Wang. 2013. “Stress-strain Curves of Structural and Reinforcing Steels after Exposure to Elevated Temperatures.” Journal of Materials in Civil Engineering 25 (9): 1306–1316. doi:10.1061/(ASCE)MT.1943-5533.0000676.
- “XTRACT Software.” USA: Imbsen and Associates.
- Yüzer, N., F. Akӧz, and L. D. Ӧzturk. 2004. “Compressive Strength-Color Change Relation in Mortars at High Temperature.” Cement and Concrete Research 34 (10): 1803–1807. October. doi:10.1016/j.cemconres.2004.01.015.