Report #: 114

Report Date:

Country: IRAN

Housing Type:

Housing Sub-Type:

Author(s): Masoud N. Ahari, Alireza Azarbakht

Last Updated:

Regions Where Found: Buildings of this construction type can be found in most villages in the mountain regions of Alborz and Zagros (Figure 7). This type of housing construction is commonly found in rural areas. This kind of building is not practiced in major cities but only in rural cities and mountainous villages. The major reason for the popularity of this form of construction is that in mountainous regions, stone mines are easily accessible. Two kind of stones are used in these stonework buildings: 1-Rubble stone, a by-product of the mining industry (Figure 15). 2-Carcass stone, which comes from riverbeds (Figure 14).

Summary: Stonework buildings are a common type of rural construction in many parts of Iran (Figure 7). It is widely used in the mountainous areas because of the ease of attaining the building material. More than 71,000 stonework buildings were built in 1968-1972 in comparison to 54,000 brick masonry buildings in these years [1]. Unfortunately these buildings are often found in highly seismic parts of Iran (see maps on WHE webpage for Iran). Buildings of this type are up to two stories high, with height/width aspect ratio on the order of 0.3-0.5. The building materials consists of stone, wood, mud mortar and straw. The major elements of these systems are stonewalls which carry both gravity and lateral loads. These walls consist of stone or stone ballast with mud mortar and straw. For reasons of thermal insulation the thickness of these walls is not less than 50 centimeters (usually 70 centimeters). Details of wall are shown in Figures 14 to 23. The roof includes wooden joists and a set of secondary joists which are plastered with a thick layer of mud (Figures 24 and 25). Different views of this kind of building are shown in Figures 1 to 5. Also a typical building view, plan and layout are shown in Figures 6 and to 12. Weak points of this construction type are: the presence of a heavy roof; inadequate behavior of the walls under out-of-plain forces (Figures 23 and 24); poor shear capacity of the mortar; inadequate connection between roof and walls; inadequate connection between intersecting walls; and lack of diaphragm action in floors and roof where the roof elements (wooden beams) do not work together in earthquakes and may collapse (Figures 26 through 29). In general, this kind of structure is frequently used as a house and stable in mountainous villages, but its earthquake performance is not acceptable. Any proper rehabilitation techniques may save many people's lives.

Length of time practiced: More than 200 years

Still Practiced: Yes

In practice as of:

Building Occupancy: Single dwelling

Typical number of stories: 1-2

Terrain-Flat: Typically

Terrain-Sloped: Typically

Comments:

Usually this kind of building is used for living but sometimes when the building is located at the foot of a slope, the ground s

Plan Shape: Other

Additional comments on plan shape: A typical plan of this kind of building is shown in figure 3.

Typical plan length (meters):

Typical plan width (meters):

Typical story height (meters): 2.5-3

Type of Structural System: Masonry: Stone Masonry Walls: Rubble stone (field stone) in mud/lime mortar or without mortar (usually with timber roof)

Additional comments on structural system: The vertical load-resisting system is confined masonry wall system. The roof of the building is constructed with joists spaced at 20-50 centimeters which transfer loads from the roof to the walls (500-600 kilogram per square meter) and then walls transfer loads to the ground directly. Wall thickness is between 45-70 centimeters. These walls have no foundations.

The lateral load-resisting system is confined masonry wall system. Walls carry the inertia forces produced by the roof mass. These loads must be transferred from the walls to the ground by in-plane behavior of the walls, but usually there is no proper path for adequately transferring these seismic loads to the ground in stonework buildings. Floors and roofs do not work as rigid diaphragms and there is rarely connection between the roof components (joists and secondary joists). Heavy floors and roofs are supported on walls without any connection (Figure 24). These deficiencies may cause separation and collapse of roof components as shown in Figures 30, 31 and 32. 1- Walls collapse under out of plane loads. 2- Improper arrangement of stone units may cause buckling of outer stones in walls (Figures 18, 21 and 26). 3- Walls collapse because of poor shear capacity of mortar; also there is not enough cohesion between stone units and mud mortar.

Gravity load-bearing & lateral load-resisting systems:

Typical wall densities in direction 1: >20%

Typical wall densities in direction 2: >20%

Additional comments on typical wall densities: The typical structural wall density is none.

Wall Openings: Most windows are about 120×120 centimeters and doors are 200×100 centimeters.

Is it typical for buildings of this type to have common walls with adjacent buildings?: Yes

Modifications of buildings: Usually there is no modification.

Type of Foundation: Shallow Foundation: Wall or column embedded in soil, without footing

Additional comments on foundation:

Type of Floor System: Other floor system

Additional comments on floor system:

Type of Roof System: Roof system, other

Additional comments on roof system: The roof includes wooden joists and a set of secondary joists which are plastered with a thick layer of mud (Figures 24, 25 and 5).

Additional comments section 2: Usually they are constructed side by side and there is no distance between them.

Who is involved with the design process?: Other

Roles of those involved in the design process: Engineers or architects are not present in the design/construction of this housing type.

Expertise of those involved in the design process:

Who typically builds this construction type?: Builder

Roles of those involved in the building process: The builder lives in this construction type.

Expertise of those involved in building process: This kind of building is constructed by people lacking formal construction expertise. Sometimes expert bricklayers build these buildings with some special architectural features in the walls and roof but they are not certified.

Construction process and phasing: First, the ground is excavated with a width of 80-100 centimeters and a depth of 50-100 centimeters for the wall perimeter. Next, the walls are constructed from bottom of this cavity. On rare occasions, a wooden column is used at the intersection of stone walls. Wooden beams are then placed on top of walls at a 20-50 centimeter spacing distance. The top surface of the beams is covered with thinner wooden beams or board(plank). Finally the roof is plastered with mud in two separate stages to achieve a total thickness of 20-30 centimeters. The construction of this type of housing takes place in a single phase. Typically, the building is originally not designed for its final constructed size. There is no special design & drawings for this kind of construction.

Construction issues

Is this construction type address by codes/standards?: No

Applicable codes or standards:

Process for building code enforcement:

Are building permits required?: Yes

Is this typically informal construction?: Yes

Is this construction typically authorized as per development control rules?: No

Additional comments on building permits and development control rules: These buildings are old. Building permits are required to build this housing type.

Typical problems associated with this type of construction:

Who typically maintains buildings of this type?: Owner(s)

Additional comments on maintenance and building condition:

Unit construction cost: per m2 of built-up area expressed using a currency used in the region, and, if possible, an equivalent amount in $US in the brackets e.g. 200 Rs/m2 (5 $US/m2).

Labor requirements:

Additional comments section 3:

Additional comments on earthquake damage patterns: During earthquakes in the mountainous regions of Iran, there is extensive damage and many casualties in these buildings due to wall collapses. Figures 26 through 24 show typical damage of stone walls from earthquakes. After wall failure, the heavy roof generally collapses. Figures 30, 31 and 32 show evidence of this phenomenon.

The main reference publication used in developing the statements used in this table is FEMA 310 Handbook for the Seismic Evaluation of Buildings-A Pre-standard, Federal Emergency Management Agency, Washington, D.C., 1998.

The total width of door and window openings in a wall is: For brick masonry construction in cement mortar : less than ½ of the distance between the adjacent cross walls; For adobe masonry, stone masonry and brick masonry in mud mortar: less than 1/3 of the distance between the adjacent cross walls; For precast concrete wall structures: less than 3/4 of the length of a perimeter wall.

Additional comments on structural and architectural features for seismic resistance: The roof consists of a mud-straw mix about 20-30 centimeters thick, which makes the roof very heavy. The walls are not connected together or to the roof with adequate connections. There are no tie beams or columns in these buildings. The walls do not have enough strength to resist out-of-plane forces. The mortar also has inadequate strength. Usually these buildings are placed on steep slopes in mountainous areas which have a high potential for landslides.

Vertical irregularities typically found in this construction type: Other

Horizontal irregularities typically found in this construction type: Other

Seismic deficiency in walls: The combination of stone and mortar has low tensile and shear strength, especially for out-of-plane seismic effects. Sometimes openings such as walls and windows reduce the strength of the bearing walls. The perimeter walls are not sufficiently connected at the corners, and behave as separate elements, which causes damage in the wall corner connections.

Seismic deficiency in frames: No Frame exists.

Seismic deficiency in roof and floors: Usually they consist of heavy materials that behave as flexible diaphragms in earthquakes, which undermines the connections between the stone walls and the diaphragm. Also there is not a tie beam for integrity.

For information about how seismic vulnerability ratings were selected see the Seismic Vulnerability Guidelines

Additional comments section 5: Total collapse of this kind of building occurred during several past earthquakes in Iran. Figure 33 shows one of these catastrophes.

Stone Walls (Report in Persian) Iranian Management and Planning Organization 1376

Retrofitting of Stone Houses in Marathwada Area of Maharashtra Arya,A.S. University of Roorkee, March 1994

Firoozabad-e-Kojour earthquake reconnaissance report Eshghi,S. and Zare,M. International Institute of Earthquake Engineering and Seismology, 1383 (In prepartion)

Lordekan earthquake report Chahar Mahal va Bakhtiary and F. Nateghi Elahi International Institute of Earthquake Engineering and Seismology, 1370

Manjil earthquake report Roodbar,S.E. International Institute of Earthquake Engineering and Seismology, 1369

Golestan-Ardebil earthquake report Ashtiani,M.G. International Institute of Earthquake Engineering and Seismology, 1377

Building and housing types of Zanjan according to architects and materials Bonyade maskane enghelabe eslami, 1372

Building and housing types of Gilan according to architects and materials Bonyade maskane enghelabe eslami, 1372

A simple pictorial guideline for resistance construction of rural houses against earthquake (Report in Persian) Hosseini,B., Alemi,F. and Khaki,A. International Institute of Earthquake Engineering and Seismology 2005

Maps referred to “Geology Survey of Iran”

Seminars, Conferences, Personal communications and practical involvements