ISSN 0741-1294
Vol. 32, Issue 1, 2014December 01, 2014 EDT
Effect of Height-to-Thickness Ratio on Compressive Strength of Masonry
Effect of Height-to-Thickness Ratio on Compressive Strength of Masonry
Articles in Vol. 32, Issue 1, 2014
Vol. 32, Issue 1, 2014
- Effect of Height-to-Thickness Ratio on Compressive Strength of MasonrySreekanta DasJiaji LiuMohamed El-SayedSara Kenno
- Evaluation of Modeling Scheme for Unreinforced Masonry Under Seismic LoadingLaura RedmondAndreas StavridisReginald DesRoches
- Seismic Behavior of Reinforced Concrete Masonry Shear Walls as Governed by FlexureFarhad AhmadiJaime HernandezJuan Diego RodriguezRichard E. Klingner
- Evaluation of 2011 MSJC Strength-Design Shear Provisions for Reinforced Masonry Shear WallsSaleh AloglaFarhad AhmadiJaime HernandezRichard E. KlingnerDavid I. McLean
- FRCM-Strengthened CMU Masonry Walls Subjected to Out-of-Plane LoadSaman BabaeidarabadGiovanni LoretoDiana ArboledaAntonio Nanni
Das, Sreekanta, Jiaji Liu, Mohamed El-Sayed, and Sara Kenno. 2014. “Effect of Height-to-Thickness Ratio on Compressive Strength of Masonry.” The Masonry Society Journal 32 (1). https://doi.org/10.70803/001c.138228.