How Masonry Buildings Resist Earthquakes Hamburg NY

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

Local Companies

Metzger, Inc.
(716) 662-0880
4955 Chestnut Ridge Rd.
Orchard Park, NY
Gonser Construction Inc
(716) 627-4547
5156 Lake Shore Rd
Hamburg, NY
Brickwerx Inc
(631) 286-4555
95 Hewlett Ave
East Patchogue, 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
Bison Scaffold & Mason's Supply Inc.
(716) 821-1995
107 Thielman Dr.
Buffalo, NY
Hanes Supply, Inc.
(716) 826-2636 ext. 300
55 James E. Casey Dr.
Buffalo, NY
Sitescapes
(631) 689-9209
104 Christian Ave
Stony Brook, NY
David Bathrick-Masonry
(845) 756-5566
42 Quail Ln
Tivoli, NY
Denaro Mason Contractors
(914) 235-9438
122 Mount Joy Pl
New Rochelle, 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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