Structural Engineering - How can a structural engineer best design a building for earthquake resistance?
Friday, January 31, 2014
January Post: Grade Beam Detail
Recently, I've been working on more cross sections of structures. The drawings below shows the inner layers of a grade beam and grade slab. In drawing A, the grade beam is connected to the grade slab with reinforcements such as rebars and bolts. What are rebars you may ask? Rebars are a bundle of steel bars in a pattern linear formation. The rebars, in detail D, are located between the bolts inside the grade beam, supporting the load coming from the grade slab.
Wednesday, January 15, 2014
Blog 12: Third Interview Questions
1. How can a structural engineer best
design a building for earthquake resistance?
2. How does a design for earthquake
resistance make a building safer?
3. Do you design structures that provide
earthquake resistance? Can you describe the designs?
4. How does the magnitude of an
earthquake change a design of a building?
5. Can you talk to me about buildings that your firm has built which are
earthquake proof?
6. What procedures does your firm follow before designing an earthquake
proof building?
7. Does providing a building with more
earthquake resistance have any negative effects?
8. How do you build a better foundation?
9. How does AutoCAD play a role in how you design a building for earthquake resistance?
10. What signature structures does
your firm incorporate into a building designed for earthquake resistance?
Thursday, January 9, 2014
Blog 11: Mentorship 10 Hours
1. Where are you doing your mentorship?
I'm doing my mentorship at Kanda and Tso.
2. Who is your contact?
My
contact is my mentor Tzuoh-Jaw Wu.
3. How many total hours have you done (total hours should be reflected in your mentorship log located on the right hand side of your blog like your WB)?
So far I have completed
39 hours of my mentorship.
4. Summarize the 10 hours of service you did.
I focused on sketching detailed parts of the SMRF system.
These parts are the column base detail, panel zone, and the grade beam. Most of
the details I had to sketch within these parts involved labeling, adding bolts
to specific structures, indicating welding, and indicating flanges.
5. Email your house teacher the name of your contact and their phone number confirming who they should call to verify it.
Ok
Monday, January 6, 2014
Blog 10: Senior Project: The Holiday
Content:
1. It is important to consistently work on your senior project, whether it is break or we are in school. What did you over the break with your senior project?
1. It is important to consistently work on your senior project, whether it is break or we are in school. What did you over the break with your senior project?
I did more detailed drawings on the SMRF (Special Movement
Restraint Frame Elevation). Specifically I worked on the footings the panel
zones of the SMRF, drawing more details such as indicating bolts and welding.
2. What was the most important thing you learned from what you did and why? What was the source of what you learned?
2. What was the most important thing you learned from what you did and why? What was the source of what you learned?
The most important thing I've learned from what I
did is that there's always a lot of support in keeping a structure intact.
There's never one main component holding a structure together; every single
support structure is important. When a structure is specifically designed
for earthquakes, there are more supports and that the supports are also
composed of even more supports. For example, a footing connects with a
column through bolts, hinges, welding and a grade beam. Inside the grade beam
contains more bolts, hinges, and welding. Also, the footing is also surrounded
by soil to not only withstand the load of the building, but also to put the
footings in place with the beams. This
learning experience comes from the knowledge of my mentor and the blue
prints that were given too me.
3. If you were going to do a 10 question interview on questions related to answers of your EQ, who would you talk to and why?
I would talk to my mentor because he has done
simulations of buildings reactions to earthquakes on the computer and he also
has over 20 years of experience in his career.
I would maybe also ask the boss of my mentor,
since he has more experience as a structural engineer than my mentor.
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