How Masonry Buildings Resist Earthquakes Dunkirk NY

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

Local Companies

Masterworks Masonry
(845) 278-5748
299 Starr Ridge Rd
Brewster, NY
R H Excellent Masonary Inc
(516) 338-0957
841 Baldwin Dr
Westbury, NY
Chalfont Construction Corp
(718) 229-4900
3924 Bell Blvd Ste 1
Bayside, NY
Fladd's Creative Stone Masonry
(585) 394-4290
4621 Bachelors Row
Canandaigua, NY
Gideon's International
(845) 342-2148
558 County Route 49
Middletown, NY
Keystone Masonry Inc
(631) 668-9563
156 Greenwich St
Montauk, NY
Baroco Contracting Corp
(914) 965-5830
577 Saw Mill River Rd
Yonkers, NY
Joseph K Construction
(718) 763-3319
5801 Avenue J
Brooklyn, NY
International Building Blocks
(585) 544-5663
169 Newcomb St
Rochester, NY
Skoda Design Inc
(212) 358-8340
126 E 12th St
New York, 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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