Seismic Story Height Factor
Does anyone have any helpful links that would explain story height factor/ how much a building can tolerate swaying left & right? I've tried looking this up & the google searches that I get are loaded with VERY complicated math equations. I just want to understand the concept & how to do the story height factor equation.
Any comments to understand the basics of this would help a lot. thanks so much.

Seismic is really more of a PPD topic, fyi.
I'd read ch 4 & 5 from the FEMA 454 doc.
This is from the FEMA 454 doc, chapter 5. The taller the building, the longer the period. The building 'period' is how long it takes to sway backnforth.
Be warned that a short period, in a rigid 1story building can still do significant damage.
This video explains it pretty well. https://www.youtube.com/watch?v=_tqwkHaxPB0.
(it's not my video, but it's helpful)
Most of the lessons on seismic in my course are taken directly from the FEMA 454 doc.
Hope this helps!
Rebekka O'Melia, Registered Architect, NCARB, B. Arch, M. Ed, Step UP, Step UP ARE 5.0 Courses

Diane, let's answer this question by asking a question. . .
A tenstory building is built with a story drift factor of 0.01 and a story height of 12’. The door on the bottom floor has a maximum displacement of 1/4 inch before it gets jammed. How high can that door be?
Scroll down for the answer.
Those who live in earthquakeprone regions know to scurry under a table when the earth starts to shake; but those who manage a restaurant, retail store, or funeral home know to prop the egress door open with a chair when they first feel the tremors.
Story drift is the sidesway displacement of one floor's facade, relative to the one below it, as a percentage of floortofloor height, in the event of an earthquake. Under seismic activity, the lateral forces pushing to the right will translate to a leaning (displacement) of the whole rightside building facade to the right. In our case, for every foot of height, the building's facade will lean over 0.01 feet. For every story of height, the facade might displace 12 feet * 0.01 = 0.12 feet (or more than an inch from the bottom of the floor to the top of the ceiling). A tenstory building times 12 feet per story gives us a 120foot tall building. At a story drift factor of 0.01 times 120 feet tall, the top of our building could lean 0.01 * 120 = 1.2 feet! If it's a tall building, and the buildings are packed tightly on the street, the top of our tall building could collide with the tall building next to it in an earthquake! This means that, depending on how earthquakeprone the building's location, the facade will need to be stiff enoughand/or the building will need to be sufficiently far away from its neighborso that it doesn't touch its neighbor. See this table that relates the maximum allowable drift to facade construction type and "seismic use group." (This rates the building's lifesaftey importance in an earthquake so an agricultural shed is Seismic Use Group I, a retail store is Group II, an elementary school is Group III, and a hospital is Group IV).
A steel frame with only moment connections will have a higher story drift factor than one with crossbracing. A story drift factor of 0.02 is serious; a story drift factor of 0.06 will bring about building damage, and a story drift factor of 0.10 will likely topple the building.
Dealing with story drift factor might necessitate shoring interior nonloadbearing partitions so they don't topple, or expanding the gap of seismic joints in building facades to the point where filling the joints against weather infiltration becomes difficult. Below is an example of one of those large seismic joints that must be filled (they can reach a total width of two feet!). Architects on the west coast sarcastically refer to these as "beauty caps" and do their best to visually integrate them into a building's facade.
Besides colliding with a neighbor's building, we also fear that a building's exterior facade will shift enough to misalign the doors and jam them shut just when occupants need to flee a collapsing building in an earthquake. Egress doors, doors to exit stairs, and revolving doors are of particular concern and that is the topic at hand in this example. Here, we know that the door can displace no more than 1/4inch and still swing, so how high can the door extend and still displace small enough laterally so that it still swings open in an earthquake?
First, convert 1/4 inch to feet
1/4 * 1/12 = 0.0208 feet for our allowable maximum lateral offset to ensure that we can escape when the facade drifts.
0.01 * h = 0.0208
h = 0.0208 / 0.01 = a maximum height of about 2 feet tall
What does that mean? It means we have a problem because if our door is more than two feet tall, it may stick shut in an earthquake. We better find another door with greater tolerances, another way of detailing our door to allow for greater tolerances, or we better make our facade much more robust so it doesn't sway (drift) as much. . . because we have no use for a 2foottall egress door leading out of our building.
Note that neither the total height of the building nor the floortofloor height was relevant to solve this problem.
Watch this Amber Book : 40 Minutes of Competence for more.
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