Performance-based Design - Globe Thesis

Keyword [Performance-based Design] Result: 161 - 180 \| Page: 9 of 10
161.	Reliability-based performance-based design of rectangular concrete-filled steel tube (RCFT) members and frames
162.	An analytical study of reinforced concrete beam-column joint behavior under seismic loading
163.	Nonlinear soil-structure interaction in performance-based design
164.	Physical characterization of seismic ground motion spatial variation and conditional simulation for performance-based design
165.	Development of an integrated process, modeling and simulation platform for performance-based design of low-energy and high IEQ buildings
166.	A study on fire safety provisions of public transport interchanges in well-developed cities
167.	Performance based design of coupled wall structures
168.	Reliability and Bayesian approaches to the probabilistic performance based design of structures
169.	Site-specific load models and hazards for probability-based design
170.	Performance-based design of steel building frameworks under seismic loading
171.	A Study of Implementing Performance-Based Design for Fire Safety Provisions in Higher Education Institutes
172.	A new directional method to assess structural system reliability in the context of performance-based design
173.	Performance-based design of seismically isolated bridges
174.	Performance-based design of steel moment frames using target drift and yield mechanism
175.	Optimal seismic performance-based design of reinforced concrete buildings
176.	A performance-based design method for confinement in circular columns
177.	Evaluation of ground motion intensity-response relations for performance-based design of frame buildings
178.	Reliability and performance-based design, assessment, and rehabilitation for RC structures located near active faults
179.	Structural reliability and seismic performance of reinforced concrete building in the performance-based design
180.	An analysis procedure to facilitate performance-based design of steel moment frame buildings with reduced beam section joints
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