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