How Masonry Buildings Resist Earthquakes Saugerties NY

Because masonry buildings usually have many structural wall elements, they tend to be stiff laterally. Because masonry buildings in Saugerties are stiff laterally, even moderate earthquakes can subject them to large shear loads at their base.

Local Companies

AT & T
(845) 331-4600
612 Ulster Avenue
Kingston, NY
Masonry Plus
(631) 728-5767
19 Landing Ln
East Quogue, NY
B & W Custom Concrete Inc
(716) 692-0646
62 Davis Rd
Buffalo, NY
And1 Masonary Inc
(631) 873-4495
561 W Hoffman Ave
Lindenhurst, NY
Stone Wall Masonry Inc
(518) 347-1673
140 Hillcrest Ave
Schenectady, NY
J & R Enterprises, Inc.
(845) 658-8929
PO Box 252
Stone Ridge, NY
Transcorp Construction Corp
(718) 639-1773
7416 Grand Ave
Elmhurst, NY
Hofer Construction Inc
(716) 683-9818
5222 Transit Rd
Depew, NY
Nick Cambareri Masonry
(914) 234-0965
412 Old Post Rd
Bedford, NY
Benny Constr Co
(516) 829-5593
4 Spring Ln
Great Neck, NY

Provided By:

Source: Masonry Construction
Publication date: January 1, 1990

By Richard E. Klingner

How vulnerable are masonry buildings to earthquakes? How can they be designed to resist earthquakes?

HOW MASONRY BUILDINGS RESPOND

Because masonry buildings usually have many structural wall elements, they tend to be stiff laterally. Because masonry buildings are stiff laterally, even moderate earthquakes can subject them to large shear loads at their base.

For a typical masonry building, these shear loads can be calculated in the following way: Base shear load= (building mass) x (earthquake ground acceleration) x (dynamic amplification factor).

MASONRY SEISMIC DESIGN

Though even moderate ground accelerations can subject masonry buildings to large shear loads, masonry buildings can still be designed to resist these loads. In general, the designer must estimate the lateral inertial forces acting on each element and provide for the transfer of these forces down to the foundation.

INELASTIC RESPONSE OF MASONRY BUILDINGS

A masonry building's earthquake resistance has been described here as a function of wall layout, wall area, and wall strength. These characteristics are often sufficient. Enough wall area can often be provided so that even during a strong earthquake the building's walls remain basically elastic, without any yielding of reinforcement. However, architectural constraints may limit the wall area that can be provided.

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