A. N. Dancygier
- Model of Circular Reinforced Concrete Members Subjected to Axial Load. Vorgetragen bei: 2005 Structures Congress: Metropolis and Beyond & 2005 Forensic Engineering Symposium, New York (New York), USA, 20-24 April 2005. (2005):
- Progressive Collapse of Precast Panel Buildings Subjected to External Loading. Vorgetragen bei: 2005 Structures Congress: Metropolis and Beyond & 2005 Forensic Engineering Symposium, New York (New York), USA, 20-24 April 2005. (2005):
- A model to analyze a buried structure response to surface dynamic loading. In: Structural Engineering and Mechanics, v. 9, n. 1 (Januar 2000). (2000):
- Partially confined circular members subjected to axial compression: Analysis of concrete confined by steel ties. In: Structural Engineering and Mechanics, v. 21, n. 6 (Dezember 2005). (2005):
- Characteristics of high performance reinforced concrete barriers that resist non-deforming projectile impact. In: Structural Engineering and Mechanics, v. 32, n. 5 (Juli 2009). (2009):
- Predictions of moment and deflection capacities of RC shear walls by different analytical models. In: Structures, v. 26 (August 2020). (2020):
- Quantitative Evaluation of Effect of Gravity on Small-Scale Modeling. In: Journal of Engineering Mechanics (ASCE), v. 121, n. 7 (Juli 1995). (1995):
- A soft layer to control soil arching above a buried structure. In: Engineering Structures, v. 18, n. 5 (Mai 1996). (1996):
- Cracking localization in tensile conventionally reinforced fibrous concrete bars. In: Construction and Building Materials, v. 149 (September 2017). (2017):
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Predictive active control of MDOF structures. In: Earthquake Engineering and Structural Dynamics, v. 29, n. 1 (Januar 2000).
https://doi.org/10.1002/(sici)1096-9845(200001)29:1<109::aid-eqe898>3.0.co;2-1
(2000): - Effects of Steel Fibers on Shear Behavior of High-Strength Reinforced Concrete Beams. In: Advances in Structural Engineering, v. 14, n. 5 (Oktober 2011). (2011):
- model to assess the response of an arched roof of a lined tunnel. In: Tunnelling and Underground Space Technology, v. 56 (Juni 2016). (2016):
- Confinement effectiveness in circular concrete columns. In: Engineering Structures, v. 28, n. 13 (November 2006). (2006):
- Response of a buried structure to surface repetitive loading. In: Engineering Structures, v. 21, n. 5 (Mai 1999). (1999):
- An analytical model to evalulate the static soil pressure on a buried structure. In: Engineering Structures, v. 25, n. 1 (Januar 2003). (2003):
- A simple model to assess the effect of soil shear resistance on the response of soil-buried structures under dynamic loads. In: Engineering Structures, v. 21, n. 12 (Dezember 1999). (1999):
- Flexural behavior of HSFRC with low reinforcement ratios. In: Engineering Structures, v. 28, n. 11 (September 2006). (2006):
- Shear Carried by Transverse Reinforcement in Circular RC Elements. In: Journal of Structural Engineering (ASCE), v. 127, n. 1 (Januar 2001). (2001):
- Upper Limit to Compression Reinforcement Ratio in Flexural Elements. In: Journal of Structural Engineering (ASCE), v. 127, n. 1 (Januar 2001). (2001):
- Empirical Investigation of Flexural Reinforced Concrete Elements with High Compression Reinforcement Ratios. In: Journal of Structural Engineering (ASCE), v. 128, n. 5 (Mai 2002). (2002):
- Elastoplastic Confinement Model for Circular Concrete Columns. In: Journal of Structural Engineering (ASCE), v. 133, n. 12 (Dezember 2007). (2007):
- High-efficiency amplifiers for viscous damped structures subjected to strong earthquakes. In: The Structural Design of Tall and Special Buildings, v. 15, n. 2 ( 2006). (2006):
- Optimal control of MDOF structures with controlled stiffness dampers. In: The Structural Design of Tall and Special Buildings, v. 12, n. 5 ( 2003). (2003):