PREDICTION OF BRIDGE LOAD RATING FACTOR FOR THE UPPER STRUCTURE OF STEEL FRAME BRIDGES USING GAUSSIAN PROCESS REGRESSION.
One of the methods for bridge capacity assessment is the Load & Resistance Factor Rating (LRFR) method, which produces a Rating Factor (RF). The RF is the ratio of the structural element's capacity to the forces generated by loading. The current analysis method for calculating bridge cap...
Saved in:
Main Author: | Fauzi, Hafiz |
---|---|
Format: | Theses |
Language: | Indonesia |
Subjects: | |
Online Access: | https://digilib.itb.ac.id/gdl/view/80463 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Similar Items
-
FATIGUE EVALUATION OF STEEL ARCH BRIDGE WITH WEIGH IN MOTION (WIM) LOAD (CASE STUDY KALIKUTO BRIDGE)
by: Priya Sulistya, Baskara -
ANALYTICAL STUDY THE EFFECTS OF VARIOUS OF SEISMIC ISOLATION SYSTEMS ON A STEEL ARCH BRIDGE
by: Bachtiar, Yusuf -
DESIGN OF BRIDGE AND ADMINISTRATIVE OFFICE FOR CIPANUNDAAN BRIDGE, CIREBON REGENCY, WEST JAVA
by: David Turedo Sianipar, Anju -
DEVELOPMENT OF FATIGUE ANALYSIS METHOD FOR LONG-SPAN CABLE-STAYED BRIDGES (CASE STUDY : PULAU BALANG BRIDGE)
by: Ilyas Pratama, Nuriana -
SEISMIC RISK ASSESSMENT AND RETROFIT IN PRESTRESSED CONCRETE BRIDGE WITH COMBINATION OF SIMPLY SUPPORTED BEAM AND FRAME SYSTEM BY USING INCREMENTAL DYNAMIC ANALYSIS
by: VIRLIANDA WN, TOMMY