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...
محفوظ في:
المؤلف الرئيسي: | Fauzi, Hafiz |
---|---|
التنسيق: | Theses |
اللغة: | Indonesia |
الموضوعات: | |
الوصول للمادة أونلاين: | https://digilib.itb.ac.id/gdl/view/80463 |
الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
المؤسسة: | Institut Teknologi Bandung |
اللغة: | Indonesia |
مواد مشابهة
-
FATIGUE EVALUATION OF STEEL ARCH BRIDGE WITH WEIGH IN MOTION (WIM) LOAD (CASE STUDY KALIKUTO BRIDGE)
بواسطة: Priya Sulistya, Baskara -
ANALYTICAL STUDY THE EFFECTS OF VARIOUS OF SEISMIC ISOLATION SYSTEMS ON A STEEL ARCH BRIDGE
بواسطة: Bachtiar, Yusuf -
CAPACITY AND PERFORMANCE ASSESSMENT OF BRIDGE BASED ON SEISMIC EVALUATION OF TAYAN BRIDGE
بواسطة: Sutrisno, Adi -
DESIGN OF BRIDGE AND ADMINISTRATIVE OFFICE FOR CIPANUNDAAN BRIDGE, CIREBON REGENCY, WEST JAVA
بواسطة: David Turedo Sianipar, Anju -
DEVELOPMENT OF FATIGUE ANALYSIS METHOD FOR LONG-SPAN CABLE-STAYED BRIDGES (CASE STUDY : PULAU BALANG BRIDGE)
بواسطة: Ilyas Pratama, Nuriana