Tinjauan Nilai Faktor Modifikasi Respon (R) dan Faktor Kuat Lebih (O) pada Struktur Gabungan Rangka Baja dan Rangka Beton Bertulang dengan Analisis Pushover

Keyphrases

• Pada 100%
• Pushover 100%
• Analisis 100%
• Baja 100%
• Steel-concrete 100%
• Factor Value 66%
• R-value 66%
• Moment Resisting Frames 66%
• Hybrid Structure 66%
• Concrete Moment Resisting Frames 66%
• Hybrid Steel 66%
• Jakarta 33%
• Structural Materials 33%
• Soil Conditions 33%
• Soft Soil 33%
• Pushover Analysis 33%
• Site Class 33%
• Lateral Force 33%
• Steel Frame 33%
• Reinforced Concrete 33%
• Deformation Curve 33%
• Element Design 33%
• Congested Area 33%
• Concrete Moment Frames 33%
• Concrete Frame 33%
• FEMA P695 33%
• Material Distinction 33%
• Overstrength Factor 33%
• Space Demand 33%
• Steel Frame Structure 33%
• Existing Reinforced Concrete Structures 33%
• Response Modification Factor 33%
• Seismic Conditions 33%
• Steel Moment Frame 33%

Engineering

• R-Value 100%
• Steel Frame 100%
• Resisting Moment 100%
• Reinforced Concrete 50%
• Structural Materials 50%
• Frame Structure 50%
• Reinforced Concrete Structure 50%
• Modification Factor 50%
• Structural Element 50%
• Soil Condition 50%
• Applicable Regulation 50%
• Pushover Analysis 50%
• Lateral Force 50%
• Deformation Curve 50%