Temperature Prediction of Concrete-Filled Rectangular Hollow Sections in Fire Using Green’s Function Method

Author:

Wang Zhi-Hua12,Tan Kang Hai12

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Princeton Univ., E-201, E-Quad, Princeton, NJ 08544 (corresponding author). E-mail: zhihuaw@princeton.edu

2. Associate Professor, Nanyang Technological Univ., School of Civil and Environmental Engineering, BLK. N1, #01a-37, 50 Nanyang Ave., Singapore 639798, Singapore.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference23 articles.

1. American Society of Civil Engineers/Society of Fire Protection Engineers (ASCE/SEI/SFPE 29-99). (2003). “Standard calculation methods for structural fire protection.” ASCE/SEI/SFPE 29-99 .

2. Heat Conduction Using Green's Function

3. Comite Europeen de Normalisation (CEN). (2003a). “Eurocode 3—Design of steel structures—Part 1-2: General rules—Structural fire design Stage 49 draft.” prEN 1993-1-2 Brussels Belgium.

4. Comite Europeen de Normalisation (CEN). (2003b). “Eurocode 4—Design of composite steel and concrete structures—Part 1-2: Structural rules—Structural fire design final draft.” prEN 1994-1-2 Brussels Belgium.

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