ISSN 0741-1294
Vol. 23, Issue 1, 2005December 01, 2005 EDT
Effective Pier Model for the Nonlinear In-Plane Analysis of Individual URM Piers
Effective Pier Model for the Nonlinear In-Plane Analysis of Individual URM Piers
Articles in Vol. 23, Issue 1, 2005
Vol. 23, Issue 1, 2005
- Development and Evaluation of Hollow Concrete Interlocking Block Masonry SystemK.B. AnandK. Ramamurthy
- Bond Between Concrete and Building Stones in Stone Masonry StructuresMuhammad I. M. Rjoub
- Structural Behavior of Tie Connections for Residential Brick Veneer ConstructionJames M. LaFaveDziugas Reneckis
- Experimental Replication of Masonry Arch Bridge Spandrel wall CollapseThomas E. BoothbyYurianto YuriantoEce Erdogmus
- FRP Strengthening of URM walls with openings: Experimental ResultsTong LiNestore GalatiJ. Gustavo TumialanAntonio Nanni
- Methodology for the Design of Lightweight Concrete with Expanded Clay AggregatesAna M. BastosHipólito SousaAntónio F. Melo
- FRP Strengthening of URM walls with openings: Numerical Analysis and DeisgnTong LiNestore GalatiJ. Gustavo TumialanAntonio Nanni
- Effective Pier Model for the Nonlinear In-Plane Analysis of Individual URM PiersT. YiF.L. MoonR. T. LeonL. F. Kahn
- Performance of Masonry walls Under In-Plane Seismic LoadingMohamed A. ElGawadyPierino LestuzziMarc Badoux
Yi, T., F.L. Moon, R. T. Leon, and L. F. Kahn. 2005. “Effective Pier Model for the Nonlinear In-Plane Analysis of Individual URM Piers.” The Masonry Society Journal 23 (1). https://doi.org/10.70803/001c.138882.