Zdeněk P. Bažant
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- 軟化損傷と寸法効果研究における40年間の苦闘と進歩についての回顧 (Reminiscences on Four Decades of Struggle and Progress in Softening Damage and Size Effect). In: Concrete Journal (JCI), v. 40, n. 2 ( 2002). (2002):
- Universal Size-Shape Effect Law Based on Comprehensive Concrete Fracture Tests. In: Journal of Engineering Mechanics (ASCE), v. 140, n. 3 (März 2014). (2014):
- Why the Observed Motion History of World Trade Center Towers Is Smooth. In: Journal of Engineering Mechanics (ASCE), v. 137, n. 1 (Januar 2011). (2011):
- Vertex Effect in Strain-Softening Concrete at Rotating Principal Axes. In: Journal of Engineering Mechanics (ASCE), v. 128, n. 1 (Januar 2002). (2002):
- Why Did the World Trade Center Collapse?—Simple Analysis. In: Journal of Engineering Mechanics (ASCE), v. 128, n. 1 (Januar 2002). (2002):
- Zero-Brittleness Size-Effect Method for One-Size Fracture Test of Concrete. In: Journal of Engineering Mechanics (ASCE), v. 122, n. 5 (Mai 1996). (1996):
- Viscoelasticity with Aging Caused by Solidification of Nonaging Constituent. In: Journal of Engineering Mechanics (ASCE), v. 119, n. 11 (November 1993). (1993):
- What Did and Did Not Cause Collapse of World Trade Center Twin Towers in New York?. In: Journal of Engineering Mechanics (ASCE), v. 134, n. 10 (Oktober 2008). (2008):
- Universal Size Effect Law and Effect of Crack Depth on Quasi-Brittle Structure Strength. In: Journal of Engineering Mechanics (ASCE), v. 135, n. 2 (Februar 2009). (2009):
- Why Continuum Damage is Nonlocal: Micromechanics Arguments. In: Journal of Engineering Mechanics (ASCE), v. 117, n. 5 (Mai 1991). (1991):
- Triple Power Law for Concrete Creep. In: Journal of Engineering Mechanics (ASCE), v. 111, n. 1 (Januar 1985). (1985):
- Wave Propagation in a Strain‐Softening Bar:Exact Solution. In: Journal of Engineering Mechanics (ASCE), v. 111, n. 3 (März 1985). (1985):
- Why Did the World Trade Center Collapse? — Simple Analysis. In: International Journal of Structural Stability and Dynamics, v. 1, n. 4 (Dezember 2001). (2001):
- Why Direct Tension Test Specimens Break Flexing to the Side. In: Journal of Structural Engineering (ASCE), v. 119, n. 4 (April 1993). (1993):