Torsional Behavior of Reinforced Concrete Beams with High-Strength Steel Bars von Filho, Emil de Souza Sanchez

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Correlation between fracture roughness and material strength parameters in SFRCs using 2D image analysis von Armandei, Mojtaba, de Souza Sanchez Filho, Emil

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Torsional behavior of RC beams strengthened with carbon fiber reinforced polymer composites von Silva, Leandro Ferreira, Sánchez Filho, Emil de Souza, Silva Filho, Julio Jeronimo Holtz

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Torsion Experiment and Cracking-Torque Formulas of Prestressed Concrete Beams von Filho, Emil de Souza Sanchez, Filho, Julio J. Holtz Silva, dos Santos, Amaro Francisco Coda

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Reliability analysis of RC beams strengthened for torsion with carbon fibre composites von Souza, Osvaldo Luiz de Carvalho, Sánchez Filho, Emil de Souza, Vaz, Luiz Eloy, Silva Filho, Júlio Jerônimo Holtz

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Methodologies for assessing the structural integrity of historic masonry domes and vaults von Cintra, Danielli Cristina Borelli, Roehl, Deane de Mesquita, Sánchez Filho, Emil de Souza, Lourenço, Paulo B., Mendes, Nuno

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Analytical Model to Evaluate Failure Behavior of Plated Reinforced Concrete Beams Strengthened for Shear von Filho, Emil de Souza Sanchez, Velasco, Marta de Souza Lima, Einsfeld, Ricardo Amorim

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Bond strength of carbon fiber composites glued to concrete surface von de Souza Sánchez Filho, Emil, Silva Filho, Júlio Jerônimo Holtz, Perlingeiro, Mayra Soares Pereira Lima, de Figueiredo Guerrante, Iporan

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Effective Capacity of Diagonal Strut for Shear Strength of Reinforced Concrete Beams without Shear Reinforcement von Filho, Emil de Souza Sanchez, Velasco, Marta de Souza Lima, Filho, Julio J Holtz Silva

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Analysis of the relative rib area of reinforcing bars pull out tests von Barbosa, Maria Teresa Gomes, Sánchez Filho, Emil de Souza, Oliveira, Thais Mayra de, Santos, White José dos

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Investigation of Load-Transfer Mechanisms in Deep Beams and Corbels von Filho, Emil de Souza Sánchez, Velasco, Marta de Souza Lima, Filho, Júlio J Holtz Silva, Diez-Busch, Dario Vaca

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Effectiveness of Using Carbon Fiber Grid Systems in Reinforced Two-Way Concrete Slab System Paper by Z. Aljazaeri, H. Alghazali, and J. J. Meyers von Filho, Emil de Souza Sanchez, Piraciaba, Maria Julia Pessanha

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Maximum Torsional Reinforcement of Reinforced Concrete Beams Subjected to Pure Torsion von Filho, Emil de Souza Sánchez, Filho, Júlio J Holtz Silva, da Silva, Ricardo Barboza, Herscovici, Helena Lubiana

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Analysis of the effect of the secondary moment on curved beams of full cross section von Silva, Thiago Cunha da, Sánchez Filho, Emil de Souza

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Maximum Torsional Reinforcement of Reinforced Concrete Beams Subjected to Pure Torsion. Paper by JungYoon Lee, Kil-Hee Kim, Seung Hoon Lee, Changhyuk Kim, and Min-Ha Kim von Filho, Emil De Souza Sanchez, Filho, Julio J. Holtz Silva, Silva, Ricardo Barboza Da, Herscovici, Helena Lubiana

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Effectiveness of Using Carbon Fiber Grid Systems in Reinforced Two-Way Concrete Slab System von Filho, Emil de Souza Sánchez, Piraciaba, Maria Júlia Pessanha

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Shear Behavior and Diagonal Crack Width for Reinforced Concrete Beams with High-Strength Shear Reinforcement von Lee, Jung-Yoon, Lee, Do Hyung, Lee, Jin-Eun, Choi, Seong-Ho

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Five Discussions from the July/August 2010 ACI Structural Journal von Souza, Rafael Alves de, Windisch, Andor, Filho, Emil de Souza Sanchez

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Análise do comportamento de corpos de prova cilíndricos com duas partes aderidas por epóxi em concretos com diferentes resistências e inclinações von Guerrante, Iporan de Figueiredo, Sánchez Filho, Emil de Souza, Carneiro, Luiz Antonio Vieira

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Shear-Transfer Strength of Reinforced Concrete. Paper by Khaldoun N. Rahal: Discussion by Emil de Souza Sánchez Filho/AUTHOR'S CLOSURE von Filho, Emil de Souza Sánchez

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