P. Warnitchai
- The cause of unproportionately large higher mode contributions in the inelastic seismic responses of high-rise core-wall buildings. Dans: Earthquake Engineering and Structural Dynamics, v. 41, n. 15 (décembre 2012). (2012):
- Numerical simulation of shaking table test on concrete gravity dam using plastic damage model. Dans: Structural Engineering and Mechanics, v. 36, n. 4 (novembre 2010). (2010):
- Effect of Steel Fibers on the Behavior of Over-Reinforced Beams Subjected to Pure Torsion. Dans: Civil Engineering Dimension / Dimensi Teknik Sipil, v. 12, n. 1 (mars 2010). (2010):
- Application of Buckling Restrained Braces for Seismic Strengthening of Irregular Gravity Load Designed Reinforced Concrete Frame Buildings. Dans: Civil Engineering Dimension / Dimensi Teknik Sipil, v. 13, n. 2 (septembre 2011). (2011):
- Approximate modal decomposition of inelastic dynamic responses of wall buildings. Dans: Earthquake Engineering and Structural Dynamics, v. 33, n. 9 (25 juillet 2004). (2004):
- Modelling of liquid sloshing in rectangular tanks with flow-dampening devices. Dans: Engineering Structures, v. 20, n. 7 (juillet 1998). (1998):
- Cyclic response of non-seismically detailed interior RC beam–column connection with varying column tributary area. Dans: Magazine of Concrete Research, v. 59, n. 5 (juin 2007). (2007):
- Optimal reduction of inelastic seismic demands in high-rise reinforced concrete core wall buildings using energy-dissipating devices. Dans: The Structural Design of Tall and Special Buildings, v. 22, n. 7 (mai 2013). (2013):