How Masonry Buildings Resist Earthquakes Canandaigua NY

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

Local Companies

Elizabeth A Fladd
(585) 554-3612
E Lake Rd
Canandaigua, NY
Silnap Corp
(631) 451-6076
627 Horseblock Rd Ste 6
Farmingville, NY
Bridgehampton Stone
(631) 878-7390
328 Eastport Manor Rd
Manorville, NY
Nick Larizza Masonry Inc
(914) 242-0693
53 Kisco Park Dr
Mount Kisco, NY
Hylkema Masonry
(716) 741-4213
9315 Greiner Rd
Clarence, NY
Fladd's Creative Stone Masonry
(585) 394-4290
4621 Bachelors Row
Canandaigua, NY
Jc Structures
(518) 357-4211
600 Consaulus Ave
Schenectady, NY
AAA Paving & Contracting
(845) 357-0803
4 Tallman Pl
Tallman, NY
Pisa Construction
(914) 526-8480
3868 Valleyview St
Mohegan Lake, NY
Long Hill Masonry Corp
(631) 874-9701

Manorville, 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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