Comparison of Nonlinear Dynamic Analysis of Time History and Endurance Time Method in Tall Structures with Frame-Wall System [PDF]
In this study, the seismic response of tall concrete structures with a special dual frame-wall concrete system is investigated using the endurance time method, and the results are compared with nonlinear time history analysis results.
Mohammad Mohammadizadeh +1 more
doaj +1 more source
Simulation analysis of structural nonlinear seismic response
Faced with the difficulty of analyzing structural nonlinear seismic response, this study focuses on the reinforced concrete frame structure and designs a frame that meets the specifications.
Qin Feng
doaj +1 more source
Time history nonlinear earthquake response analysis considering materials and geometrical nonlinearity [PDF]
Abstract A time history nonlinear earthquake response analysis method was proposed and applied to earthquake response prediction analysis for a Large Scale Seismic Test (LSST) Program in Hualien, Taiwan, in which a 1/4 scale model of a nuclear reactor containment structure was constructed on sandy gravel layer.
T. Kobayashi +4 more
openaire +1 more source
Case study and Evaluation of two steel bracing systems in the Bam earthquake and methods of retrofitting [PDF]
In the seismically active countries such as Iran, there are many structures that have been designed and constructed in recent years that do not conform to the terms and provisions of the design codes.
Masoud Mirtaheri +2 more
doaj +1 more source
Seismic Vulnerability and Rehabilitation of One of The World’s Oldest Masonry Minaret under The Different Earthquake Frequency Contents [PDF]
Historical sites and remnant monuments from different eras in Iran are the main reasons of tourist attraction. One of the factors that endanger existence of these monuments is earthquakes and it is well known that Iran is located on the Alpide ...
Hekmat Hoseynzadeh, Alireza Mortezaei
doaj +1 more source
Nonlinear Static Procedure for Fragility Curve Development [PDF]
This study examines the fragility curves of a bridge by two different analytical approaches; one utilizes the time-history analysis and the other uses the capacity spectrum method.
Shinozuka, Masanobu +3 more
core +3 more sources
Nonlinear Cyclic Analysis of Reinforced Concrete Columns Using Fiber Section Approach
This study investigates nonlinear modeling and verification of a reinforced concrete element using the fiber section method. At first, the theory related to the fiber section approach and hysteresis models used for cyclic analysis is given.
Vatanshenas Ali
doaj +1 more source
Indonesia has undergone several earthquake regulations updates, starting from Peraturan Muatan Indonesia 1970 to SNI 1726:2019. This update requires earthquake loads with a larger return period.
Adi Nugroho Santoso, Made Dharma Astawa
doaj +1 more source
IMPAβ: Incremental Modal Pushover Analysis for Bridges
In the present study, the incremental modal pushover analysis (IMPA), a pushover-based approach already proposed and applied to buildings by the same authors, was revised and proposed for bridges (IMPAβ). Pushover analysis considers the effects of higher
Alessandro Vittorio Bergami +4 more
doaj +1 more source
Evaluation of nonlinear behavior of High Performance Fiber Reinforced Cementitious Composite (HPFRCC) Frames [PDF]
Replacing of conventional concrete by High Performance Fiber Reinforced Cementitious Composite (HPFRCC) could improve tensile strength, bending strength, shear strength and other capability of behaviour such as ductility, energy absorption and toughness.
mohammad hossein saghafi +2 more
doaj +1 more source

