AE Senturk,C Higgins - 《Aci Structural Journal》 被引量: 6发表: 2010年 Anchorage of Longitudinal Column Reinforcement in Bridge Monolithic Connections Most of the existing mechanical models for shear strength and strain calculation of beam鈥揷olumn joints do not explicitly account for bond conditio...
In this paper, eight double-corbel specimens with the same design load capacity were obtained according to the strut-and-tie method (STM) in ACI 318-19. Corbels with different dimensional parameters were produced by varying the concrete compressive strength or shear span separately....
Shear Strength of Joints in Precast Concrete Segmental Bridges. Xiangming Zhou,Neil Mickleborough,Zongjin Li. ACI Structural Journal . 2005Xiangming Zhou,Neil Mickleborough,Zongjin Li.Shear Strength of Joints in Precast Concrete Segmental Bridges. ACI Structural Journal . 2005...
i want to know about the connections of precast shear walls that will resist wind and seismic load. I mean the type of connection between two precasted...
Shyh-Jiann Hwang,Hung-Jen Lee - 《Aci Structural Journal》 被引量: 345发表: 2000年 Analytical Model for Predicting Shear Strengths of Interior Reinforced Concrete Beam-Column Joints for Seismic Resistance Asoftened strut-and-tie model has previously been developed fordeter - mining the shear stre...
Reinforced concrete (RC) interior joint shear strength models are constructed using an experimental database in conjunction with a Bayesian parameter estimation method. The experimental database consists of RC beam-column connection test subassemblies that were subjected to quasi-static cyclic lateral load...
prestressed concreteshear designshear slendernessshear strengthshear testsThis report discusses the results of experimental research performed to test the hypothesis that the effective depth does not influence the shear strength of reinforced concrete flexural members that do not contain web reinforcement. ...
Fig. 1—(a) Examples of shear transfer in reinforced concrete structures; and (b) typical pushoff specimen and state of stress along shear transfer plane. ACI Structural Journal/July-August 2010 420 y-direction), f c ′ is the compressive strength of the concrete, ...
The conservatism of one-way shear strength in some expressions of ACI 318 (14) balances the not consideration of biaxial shear design in the code. However, the use of more refined or accurate expressions as in ACI 318 (19) makes the consideration of biaxial shear for design a need. ...
Fig. 1 shows the general framework of the proposed model for predicting the shear strength of beam-column joints subjected to cyclic loading. The proposed framework's first stage is to collect cyclic loading datasets for reinforced concrete beam-column connections from various studies. As a result...