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1. A new hybrid steel–timber rocking seismic force resisting system equipped with U-shaped fuse connections.

2. Assessment of seismic acceleration demands on nonstructural components in moderately ductile RC frame buildings designed according to NBC 2015.

3. Low-grade glass fibre-reinforced polymer-confined circular RC columns under simulated seismic loads.

4. A simplified seismic design method for limited-ductility steel multi-tiered concentrically braced frames in moderate seismic regions.

5. Improved intensity measures for probabilistic seismic demand analysis. Part 2: application of the improved intensity measures.

6. Seismic assessment of rainscreen stucco systems.

7. A comparative study of floor accelerations of different structural systems with lead-rubber-bearing (LRB) isolators.

8. The impact of fire on seismic resistance of fibre reinforced polymer strengthened concrete structural systems1.

9. Methodology for seismic risk screening of existing buildings in Canada: Structural scoring system.

10. Performance of steel buildings and nonstructural elements during the 27 February 2010 Maule (Chile) Earthquake1.

11. Analysis of a damaged 12-storey frame-wall concrete building during the 2010 Haiti earthquake - Part II: Nonlinear numerical simulations1.

12. Improved intensity measures for probabilistic seismic demand analysis. Part 1: development of improved intensity measures.

13. Earthquake-induced hydrodynamic forces on reservoir roofs.

14. Sensitivity analysis of the influence of ground motion intensity levels on the seismic behavior of steel frames in assessment of the target displacement considering near-fault effects.

15. Discussion of "Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames".

16. Development of a preliminary seismic risk screening tool for existing buildings in Canada.

17. Damage to engineered structures during the 12 January 2010, Haiti (Léogâne) earthquake1.

18. A new performance based design approach for moment resisting frames.

19. Floor response spectra for seismic design of operational and functional components of concrete buildings in Canada.

20. Evolution of seismic design provisions in the National building code of Canada.

21. Background to seismic design provisions in CSA A23.3-04 for high-strength concrete.

22. Seismic performance of a full-scale, reinforced high-performance concrete building. Part II: Analytical study.

23. Generation of floor accelerations for seismic testing of operational and functional building components.

24. Front Matter.

25. Evolution of the NBCC seismic provisions for operational and functional components in buildings.

26. Background to some of the seismic design provisions of the 2015 National Building Code of Canada.

27. Performance based seismic assessment of bridges designed according to Canadian Highway Bridge Design Code.

28. Seismic performance of shear wall buildings with gravity-induced lateral demands.

29. The impact of fire on seismic resistance of fibre reinforced polymer strengthened concrete structural systems1.

30. Damage to engineered structures during the 12 January 2010, Haiti (Léogâne) earthquake1.

31. Performance of steel buildings and nonstructural elements during the 27 February 2010 Maule (Chile) Earthquake1.

32. Analysis of a damaged 12-storey frame-wall concrete building during the 2010 Haiti earthquake - Part II: Nonlinear numerical simulations1.

33. Damage to bridges due to the 27 February 2010 Chile earthquake1.

34. Damage to industrial structures due to the 27 February 2010 Chile earthquake1.

35. Mise en conformité sismique des ponts par isolation de la base - Application au pont Madrid au Québec.

36. Safety of gravity-load columns in shear wall buildings designed to Canadian standard CSA A23.3.

37. Experimental seismic behavior of a five-storey double-midply wood shear wall in a full scale building.

38. Design and seismic behaviour of taller eccentrically braced frames.

39. Generalized SDOF system for dynamic analysis of concrete rectangular liquid storage tanks: effect of tank parameters on response.

40. Toward a better understanding of the dynamic characteristics of single-storey braced steel frame buildings in Canada.

41. Experimental evaluation of an orthotropic, monolithic, modular wooden-dome structural system.

42. Seismic performance of a full-scale, reinforced high-performance concrete building. Part I: Experimental study.

43. Review of post-earthquake fire hazard to building structures.

44. Design elastic input energy spectra based on Iranian earthquakes.

45. Innovative seismic design of a post-tensioned concrete masonry house.

46. Typical uniform hazard spectra for eastern North American sites at low probability levels.

47. Seismic performance of high-strength concrete square columns confined with carbon fiber reinforced polymers (CFRPs).

48. Ground motion sensitivity of a Vancouver-style high rise.

49. Seismic performance of low- and medium-rise chevron braced steel frames.

50. Reply to the discussion by Richard Redwood and Patrick Paultre on "Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames".