LONG-TERM SEISMIC RESPONSE OF BUILDINGS WITH ISOLATION DEVICES AFFECTED BY DETERIORATION EFFECTS

2019 ◽  
Author(s):  
Fabio Mazza
Keyword(s):  
Seismic Response ◽  
Seismic Response Of Buildings

Analysis for P−Δ effects in seismic response of buildings

1984 ◽  
Vol 19 (3) ◽  
pp. 369-380 ◽  
Author(s):  
Carl F. Neuss ◽  
Bruce F. Maison
Keyword(s):  
Seismic Response ◽  
Seismic Response Of Buildings

Transient and Long-Term Changes in Seismic Response of the Natural Resources Building, Olympia, Washington, due to Earthquake Shaking

2012 ◽  
Vol 16 (5) ◽  
pp. 607-622 ◽  
Author(s):  
Paul Bodin ◽  
John Vidale ◽  
Timothy Walsh ◽  
Recep Çakir ◽  
Mehmet Çelebi
Keyword(s):  
Natural Resources ◽  
Seismic Response ◽  
Long Term Changes

Seismic response of single-storey buildings with flexible diaphragms

2013 ◽  
Vol 40 (9) ◽  
pp. 875-886 ◽  
Author(s):  
Jagmohan Humar ◽  
Marjan Popovski
Keyword(s):  
Seismic Response ◽  
Shear Walls ◽  
Lateral Loads ◽  
Wood Panel ◽  
Ductility Demand ◽  
Nonlinear Seismic Response ◽  
Flexible Diaphragms ◽  
Panel Shear ◽  
Design Earthquake ◽  
Seismic Response Of Buildings

The roof framing in single-storey buildings with large foot prints, generally used for commercial, educational, or institutional purposes, often consists of a flexible steel deck or wood panel diaphragm. Resistance to seismic lateral loads is provided by steel bracings, masonry shear walls, concrete shear walls, wood panel shear walls, or cold formed wall systems. The response of such buildings to seismic loads is strongly affected by the flexibility of the roof diaphragm. Diaphragm flexibility alters the manner in which the inertia forces, shears, and bending moments are distributed along the length of the diaphragm. In addition, it causes a significant increase in the ductility demand on the lateral load resisting system that is expected to be strained into the inelastic range under the design earthquake. Results of a study on the linear and nonlinear seismic response of buildings with flexible diaphragms are presented.

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