How Masonry Buildings Resist Earthquakes Huntington Station NY

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

Local Companies

NEW YORK CITY BEST CONSTRUCTION CORP.
347-26-9950
25 BEECHWOOD PLACE
Massapequa Park, NJ
Brothers Concrete
(631) 673-7282
116 Beverly Rd
Huntington Station, NY
Fasco Asphalt Paving
(631) 544-4066
133 Old Northport Rd
Kings Park, 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
Manhattan Contracting Corp.
(631) 584-5155
34 East Main Street
Smithtown, NY
Delcolle John Inc
(631) 423-6383
11 Cager Pl
Huntington Station, NY
K T Constr Inc
(631) 673-1446
290 Pidgeon Hill Rd
Huntington Station, NY
Denaro Mason Contractors
(914) 235-9438
122 Mount Joy Pl
New Rochelle, NY
Masterworks Masonry
(845) 278-5748
299 Starr Ridge Rd
Brewster, NY
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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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