The main objective of this paper is to investigate the effect of adding discrete glass fibers on the behavior of reinforced concrete (RC) beams under different fire and cooling conditions. Eighteen beams with different concrete compressive strengths were tested to study the behavior of reinforced concrete (RC) beams containing discrete glass fibers when exposed to different fire and cooling conditions. Nine beams were prepared from normal strength concrete (NSC) with compressive strength equal to 35 MPa while the other beams were prepared from high strength concrete (HSC) with compressive strength equal to 60 MPa. The beams contained different contents of discrete glass fibers. The modes of failure of tested specimens show that the crack patterns change according to fire condition and fiber content. Analysis of test results show that adding discrete glass fibers to NSC increased the residual stiffness of the tested specimens after firing and decreased the rate of the deflection gain during firing. Also adding fibers to concrete has a limited positive effect on the ultimate strength of the specimens compared to the control specimens. Its effect on deflection due to fire is more pronounced. Finally, the recommended optimum ratio of discrete glass fibers is not more than 0.5% of the total concrete weight.ª 2014 Production and hosting by Elsevier B.V. on behalf

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This study investigates the effect of underground floor(s) on seismic analysis of buildings. Because the underground floor(s) is more rigid relative to the super structure, some codes have stated that in the seismic analysis of such buildings the base is defined as the top of underground floor(s). A parametric study was established using the response spectrum analysis method. Finite element simulations are conducted using ANSYS program to investigate the effect of underground floor(s). Results are presented for different buildings by varying the number of floors for the super structure (2, 5, 10, 15 and 20), the number of underground floor (1 and 3) and spring support stiffness.The numerical results of the considered cases show that the seismic loads applied to a building considering underground floor(s) affect the lateral force distribution and member forces of the building. Thus, it is obligatory to include the underground floor(s) in the seismic analysis of the considered buildings.

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