Abstract
In-plane cyclic load tests of partially-grouted masonry shear walls with bond beams are presented. Lateral force resistance mechanisms are discussed in conjunction with observed displacement response. Parameters relating to initial stiffness, shear strength, residual strength, energy dissipation and deformation capacity are highlighted, and predictions for the latter two are compared with measurements.
| Original language | English (US) |
|---|---|
| Title of host publication | Worldwide Advances in Structural Concrete and Masonry |
| Publisher | ASCE |
| Pages | 211-222 |
| Number of pages | 12 |
| State | Published - Jan 1 1996 |
| Event | Proceedings of the 1996 CCMS of the ASCE Symposium in Conjunction with Structures Congress XIV - Chicago, IL, USA Duration: Apr 15 1996 → Apr 18 1996 |
Other
| Other | Proceedings of the 1996 CCMS of the ASCE Symposium in Conjunction with Structures Congress XIV |
|---|---|
| City | Chicago, IL, USA |
| Period | 4/15/96 → 4/18/96 |
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