Excessive volumetric changes associated with shrinkage and non-uniform moisture and
heat distribution along long-span girders induce unwanted curvatures. This study aims at …

Experimental and finite element analysis results of reinforced concrete beams under
monotonic loading were presented in this study. In the experimental program, one beam …

Reinforced concrete (RC) Pile cap, a thick reinforced concrete block, is constructed to
provide a connection between a structure and multiple single piles. In the existing design …

This study presented the results of an experimental program conducted on a newly
proposed Full-scale Precast Post-tensioned Continuous (FPPC) girder for straddle monorail …

The rapid growth of modern cities demands innovative answers to confront challenges
linked with traffic congestions. Monorails can be an exceptional alternative to conventional …

The design of disturbed regions in reinforced concrete structures usually applies the well
known Strut and Tie Method (STM). As an alternative, the Stringer-Panel Method (SPM), an …

Rapid expansion of developed cities create problems mainly attributed to traffic congestions.
Recently, Bangkok has faced rapid growth and the expanded neighborhoods require …

Deep beams do not behave according to classical beam theory. The nonlinearity of strain
distribution within these elements requires application of strut and tie models (STM) or other …

For reinforced concrete beams, the shear failure mode is confirmed to occur in disturbed
regions rather than in the Bernoulli region where stresses can be computed from the flexure …

For reinforced concrete beams, the shear failure mode is confirmed to occur in disturbed
regions rather than in the Bernoulli region where stresses can be computed from the flexure …