Skip main navigation (Press Enter).
Log in
Toggle navigation
Collaborate Home
Communities
My Communities
All Communities
Communities of Practice
Get Started
New User
My Profile
My Privacy Settings
My Email Preferences
FAQs
Browse
Announcements
Blogs
Discussion Posts
Glossary
Library Entries
Connect
Directory
Events
Volunteer
Member Home (Admin)
Log in
List of Contributions
×
Contact Details
×
Enter Password
Enter Password
Confirm Password
Ribbons
Badges
Gregory Shafer, P.E., M.ASCE
Profile
Connections
Contacts
Contributions
Achievements
List of Contributions
Contributions
1 to 3 of 3 total
search criteria =
ALL
RE: Dorian-Bahamas Resiliency Think-Tank
Posted By
Gregory Shafer
09-11-2019 09:58 AM
Found In
Egroup:
Integrated Buildings & Structures
\
view thread
I'm interested in participating, please keep me informed. ------------------------------ Gregory Shafer P.E., M.ASCE BRIDGE TECHNICA Ellicott City MD BRIDGE TECHNICA ------------------------------
RE: HOW TO CALCULATE THE EQUIVALENT MOMENT OF INERTIA FOR A GRADED-THICKNESS CIRCULAR COLUMN?
Posted By
Gregory Shafer
12-04-2018 07:53 AM
Found In
Egroup:
Integrated Buildings & Structures
\
view thread
This requires special consideration as stiffness is different at each end, so the off diagonal terms are different in you stiffness matrix. Depending on the variation, the difference could be significant. Suggest to model as separate elements if you software doesn't support members with variable section. ...
RE: Suggestions Over Concrete Shooting?
Posted By
Gregory Shafer
10-14-2018 09:12 AM
Found In
Egroup:
Integrated Buildings & Structures
\
view thread
The proper mix design can be readily achieved without sacrificing desired properties. The water cement ratio can be maintained by using a high range water reducing agent in order to achieve the desired pumpability (I.e. slump). Proper selection of aggregate and sand is also important for good performance ...
Copyright 2026. All rights reserved.
Powered by Higher Logic
×
Community Tags
Add a tag
x
User Tags may not contain the following characters: @ # $ & :