[Atkinson RH, Amadei BP, Saeb S, Sture S. Response of masonry bed joints in direct shear. J Struct Eng ASCE 1989;115(9):2276–96], and Page ... B.,Shieh-Beygi,and,... - 《Computers & Structures》 被引量: 78发表: 2008年 Behavior of fully grouted reinforced concrete masonry shear...
The behaviour of masonry joints under a shear stress is fundamental to its behaviour in many situations. One factor influencing the bond strength in shear is the intrusion of mortar into the block, especially with highly porous concrete block types. A triplet test without precompression is being ...
parallel and normal to the plane of the mortar bedjoints. This specific feature, in the context of a set of full dynamical analyses, appears to be a key to predict the crack pattern and failure of an idealized masonry tower, in accordance with the surveys of real towers subjected to strong...
The yield strength is controlled by the same interparticle forces that are responsible for flocculation and for the hydraulic behavior of cohesive sediments. However, the aggregate interaction in a viscometer is quite different from the process of surface erosion of a deposited bed. The development of...
Direct shear tests are essential in rock mechanics investigations where joints and weakness planes nearly always control the me- chanical behavior of the in situ rock. However, only a few of the many commercial geotechnical testing laboratories are adequately equipped for direct shear tests on rock...
et al. Post-cyclic behavior of Haikou marine clay and their predictions using back-propagation neural network model. Marine Georesources and Geotechnology, 2024. 必应学术 204. Bahiuddin, I., Mazlan, S.A., Imaduddin, F. et al. Review of modeling schemes and machine learning algorithms for...
KC Shin,JJ Lee,DG Lee - 《Journal of Adhesion Science & Technology》 被引量: 60发表: 2000年 The effect of hybridization on the ballistic impact behavior of hybrid composite armors In the present study, effect of hybridization on the hybrid composite armors under ballistic impact is investigated...
As a result, the beneficial effect of URH-FRM on the in-plane initial shear strength of horizontal bed joints in masonry prisms was confirmed. In addition, the thicker the URH-FRM reinforcement, the clearer the improvement in ductility through strain hardening. Keywords: masonry; earthquake; URH...
Keywords: self-insulating concrete masonry units; self-insulating concrete masonry shear walls; in-plane behavior; plastic hinge length; displacement ductility 1. Introduction Masonry shear walls are commonly designed to resist the effect of gravity load and lateral load resulting from an earthquake ...
Ladanyi, B., & Archambault, G. Simulation of shear behavior of a jointed rock mass. InProceedings of 11th Symposium on Rock Mechanics: Theory and Practice, AIME, New York, 105–125 (1970). Huang, M., Hong, C., Chen, J., Ma, C. & Huang, Y. Prediction of peak shear strength of...