Seismic behaviour of masonry buildings with timber diaphragms

Engineering

• Analysis Method 5%
• Analytical Model 15%
• Base Shear 5%
• Behavior Factor 5%
• Building Stock 5%
• Buildings 40%
• Case Study Building 5%
• Characteristics 15%
• Cycles 10%
• Damping Effect 5%
• Damping Ratio ζ 5%
• Deflection 10%
• Design 5%
• Design Purpose 5%
• Development 5%
• Diaphragm 100%
• Dynamic Loads 5%
• Elements 5%
• Energy Dissipation 20%
• Energy Engineering 20%
• Enhancement 5%
• Event 15%
• Experimental Characterization 10%
• Failure Mechanism 5%
• Finite Element Method 5%
• Floors 100%
• Ground Acceleration 5%
• Ground Movement 5%
• High Frequency 10%
• Horizontal Component 5%
• Houses 5%
• Intense Earthquake 5%
• Joints (Structural Components) 20%
• Laboratory 5%
• Large Number 5%
• Low Quality 5%
• Masonry Building 100%
• Masonry Construction 5%
• Masonry Structure 10%
• Maximum Displacement 5%
• Membrane 5%
• Modeling Strategy 5%
• Monotonic 5%
• Natural Gas Drilling 5%
• Nonlinear Analysis 5%
• Northern Part 5%
• Numerical Implementation 5%
• Numerical Model 5%
• Numerical Modeling 5%
• Optimization 5%
• Piers 10%
• Plywood 10%
• Pushover Analysis 5%
• Quantification 5%
• Research 20%
• Retro-Fitting 55%
• Roofs 10%
• Screw 5%
• Seismic Action 5%
• Seismic Behavior 100%
• Seismic Design 5%
• Seismic Response 10%
• Shear Force 5%
• Structural Damage 15%
• Structural Element 5%
• Structural Performance 5%
• Testing 5%
• Time History 5%
• Transients 5%

INIS

• acceleration 5%
• capacity 30%
• comparative evaluations 10%
• computer codes 5%
• configuration 10%
• connections 30%
• construction 20%
• damage 15%
• damping 10%
• design 15%
• diaphragm 100%
• dynamic loads 5%
• earthquakes 60%
• energy 20%
• energy dissipation 20%
• extraction 5%
• failures 5%
• finite element method 5%
• flexibility 5%
• floors 100%
• gases 5%
• ground motion 5%
• houses 5%
• humans 5%
• implementation 5%
• increasing 5%
• interventions 5%
• laboratories 5%
• membranes 5%
• modeling 20%
• netherlands 5%
• nonlinear problems 5%
• optimization 5%
• panels 10%
• peaks 5%
• performance 5%
• preservation 5%
• probabilistic estimation 5%
• range 5%
• retrofitting 55%
• roofs 10%
• screws 5%
• seismic events 10%
• shear 10%
• sheathing 5%
• signals 10%
• slip 5%
• stiffness 15%
• stocks 5%
• tectonics 10%
• testing 5%
• values 5%
• walls 35%

Keyphrases

• Behaviour Factor q 9%
• Box Behavior 18%
• Drift Limit 9%
• Earthquake Characteristics 9%
• Elastic Orthotropic 9%
• Flexible Floor 9%
• Hysteretic Damping Ratio 9%
• Load Quantification 9%
• Local Timber 9%
• Nonlinear Analysis Method 9%
• Orthotropic Membrane 9%
• Pinching Behavior 9%
• Reversed Cyclic Test 9%
• Seismic Shear Forces 9%
• Time History Analysis 9%