oq-gem

Glossary for gem taxonomy

Authors: Luke Allen, Andrew Charleson, Svetlana Brzev, and Charles Scawthorn

This online Glossary explains around 400 terms contained in the GEM Building Taxonomy v 2.0 and nearly 700 images.

The terms have been listed in alphabetical and numerical order. Text description of each term is accompanied by illustrations (photos and/or drawings) where possible.

We welcome contributions in the form of photographs or images, illustrating glossary terms. If you have any questions you can also contact us at buildingtaxonomy@globalquakemodel.org


A wall is a vertical planar building element which usually resists gravity loads, but also resists horizontal forces and provides stability to a building during an earthquake. Usually its length is greater than 6 times its thickness. Any vertical elements, like studs in light wood framed walls, are to be included in assessing the wall thickness.

Wall describes the lateral load-resisting structure comprising of walls and frames where the walls, due to their substantial lengths, resist the vast majority of the lateral load.  Walls may be monolithic as in the case of reinforced concrete walls, or be of masonry construction. They can also comprise several materials as in the case of confined masonry construction with its system of masonry walls and reinforced concrete confining columns and beams, light wood framing with its sheet lining combining with the wood to provide earthquake bracing, or walls where mud has been applied to a light wood framework as in quincha construction.

Also within the definition of walls, coupled-walls or coupled-shear walls are to be included. These structures consist of two or more walls in the same plane (forming walls with openings up their heights) that are connected usually at every story by beams whose span-to-depth ratios are much smaller than for conventional beams.

LWAL_diagram_Charleson_1

A simplified drawing of a building with shear walls (A. Charleson, Seismic Design for Architects, Architectural Press 2008, p. 64, Fig. 5.2).

wall 1.JPG

 

 

 

 

 

 

 

 

Walls, quincha construction, Peru (S. Brzev)

Wall 2.JPG

 

LWAL_Nepal_Porter_1

 

Wall, precast concrete, New Zealand (left - A. Charleson) and Denver, USA (right - K. Porter)

LWAL_USA_Scawthorn_1LWAL_USA_Scawthorn_2

A cast-in-place reinforced concrete building with a Wall lateral load-resisting system, Oakland, California, USA (C. Scawthorn)

 

LWAL_Peru_Brzev_2

Reinforced concrete wall building under construction, Lima, Peru (S. Brzev)

LWAL_New Zealand_Bothara_1

Pre-1976 in-situ reinforced concrete wall construction, Christchurch, New Zealand (J. Bothara)

Wall 3.JPG

Wall, unreinforced masonry, New Zealand (A. Charleson)

LWAL_New Zealand_Charleson_1LWAL_Canada_Brzev_1

 

 

 

Wood stud walls (left) and cold-formed steel stud wall (right) act as the Wall system for the purpose of Lateral Load-Resisting System classification; left photo shows a wood stud wall from New Zealand (A. Charleson), and the right photo shows a cold-formed steel stud wall from Canada (S. Brzev)

LWAL_Canada_Brzev_2

Confined masonry acts like a Wall system (Seismic Design Guide for Low-Rise Masonry Buildings, EERI and IAEE)

LWAL_India_Rawal_1

Assam type construction consists of small-sized wood columns and beams which are braced with ikra walls; this acts like a Wall system since connections between the wooden members are unable to transfer bending moments; this traditional construction in Assam, India has shown good performance in past earthquakes (People in Centre)

LWAL_India_Rai_1

Dhaji Dhewari buildings in Kashmir, India consist of wood-reinforced brick masonry walls (D. Rai)

LWAL_Kyrgyzstan_Kanbolotov_2LWAL_Kyrgyzstan_Kanbolotov_1

 

 

 

Cast-in place concrete wall construction, Kyrgyzstan (K. Kanbolotov)

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