Table of content
Lectures on Civil Works
Table of Content
Category: .
| LOCW-02- Plate bending element
- Beam Bending Theory
- Simulation of Shear building with base-isolator
- Time history solution of motion equation (CD-RK4)
- Castigliano's theorem
- EduCSE Credit System
- Earth theories
- FEM 3D Linear Static Analysis
- fem 3dmodel analysis steps, element stiffness, transformation, local element forces, convert to global for all element properties, assemble global stiffness, nodal forces and apply boundary condition, then solve for displaments, back substitute for reactions, element forces in java.
- The plant in the image appears to be a Premna serratifolia tree, also known as Alagaw in the Philippines or commonly known as Hti Nan in Myanmar.
- Sawtooth Stair
- Shear building
- Modeling a multi-story shear building with 3 degrees of freedom (3DOF) per floor (two translations and one rotation) using the stiffness method involves assembling the global stiffness and mass matrices. This treats the floors as rigid diaphragms supported by columns, making it ideal for calculating natural frequencies, mode shapes, and seismic responses.
- The ACI code provides the critical allowable two-way shear capacity as the minimum of three conditions:
- Concrete Mix
- Modifications of lateral subgrade modulus
- Modification of lateral subgrade modulus calculation
- Methods to Make Foam in Lightweight Concrete Production:
- Plate bending element
- Response history analysis
- Response Spectrum Analysis (RSA)
- Denavit-Hartenberg (D-H) Convention