Behnoud Ganjavi

Education

PhD. in Earthquake Engineering , University of Western Australia , Australia (2009 - 2013)
Thesis title: A Parametric Study on the Effect of Soil-Structure Interaction on Seismic Response of MDOF and Equivalent SDOF Systems

Research activities

Journal Papers

OPTIMIZING SEISMIC PARAMETERS OF DESIGN LATERAL FORCE PATTERN IN PERFORMANCE-BASED PLASTIC DESIGN OF SMR FRAMES WITH GENETIC PROGRAMMING Amirali Hadinejad, Behnoud Ganjavi (2024)

Evaluation of ground motion scaling methods on drift demands of energy-based plastic designed steel frames under near-fault pulse-type earthquakes Behnoud Ganjavi, Amirali Hadinejad, Amir Hossein Jafarieh (2019)

Assessment of Ductility Reduction Factor for Optimum Seismic Designed Steel Moment-Resisting Frames Behnoud Ganjavi, Gholamreza Ghodrati Amiri (2019)

Seismic Evaluation of Flexible-Base Low-Rise Steel Frames Using Beam-On-Nonlinear-Winkler-Foundation Modeling of Shallow Footings Behnoud Ganjavi, Alireza Rezagholilou (2019)

Optimum Performance-Based Design of Concentrically Braced Steel Frames Subjected to Near-Fault Ground Motion Excitations Behnoud Ganjavi, Iman Hajirasouliha (2019)

An Intensity Measure for Seismic Input Energy Demand of Multi-Degree-of-Freedom Systems Behnoud Ganjavi, Alireza Rezagholilou (2018)

Seismic response modification factors for stiffness degrading soil-structure systems Behnoud Ganjavi, Majid Bararnia, Iman Hajirasouliha (2018)

Estimation of inelastic displacement ratios for soil-structure systems with embedded foundation considering kinematic and inertial interaction effects Majid Bararnia, Nemat Hassani, Behnoud Ganjavi, Gholamreza Ghodrati Amiri (2018)

A Comparative Study of Optimum and Iranian Seismic Design Force Distributions for Steel Moment Resisting Buildings Behnoud Ganjavi, Gholamreza Ghodrati Amiri (2018)

Soil Structure Interaction Effects on Hysteretic Energy Demand for Stiffness Degrading Systems Built on Flexible Soil Sites Behnoud Ganjavi, Majid Bararnia, Ahmad Azad (2018)

More adequate seismic design force pattern for yielding structures considering structural and ground motion uncertainties effects Behnoud Ganjavi, Abolfazl Gholamrezatabar (2018)

Optimizing compressive behavior of concrete containing fine recycled refractory brick aggregate together with calcium aluminate cement and polyvinyl alcohol fibers exposed to acidic environment Mahdi Nematzadeh, JAVAD DASHTI, Behnoud Ganjavi (2018)

Evaluation of Performance Levels of Zipper-Braced Frames Using Structural Damage Index Javad Vaseghi Amiri, Mojtaba Esmaeilnia Amiri, Behnoud Ganjavi (2017)

Estimation of Inelastic Displacement Factor of Soil-Shallow-Foundation MDOF Systems Incorporating Higher Modes Effect Abolfazl Gholamrezatabar, Gholamreza Ghodrati Amiri, mohsenali shayanfar, Behnoud Ganjavi (2017)

Ductility reduction factor for zipper-braced frames Javad Vaseghi Amiri, Mojtaba Esmaeilnia Amiri, Behnoud Ganjavi (2016)

Optimum lateral load distribution for seismic design of nonlinear shear-buildings considering soil-structure interaction Behnoud Ganjavi, Iman Hajirasouliha, S. Ali Bolourchi (2016)

OPTIMAL STRUCTURAL WEIGHT FOR FLEXIBLE-BASE BUILDINGS UNDER STRONG GROUND MOTION EXCITATIONS Behnoud Ganjavi (2016)

Influence of Higher Modes on Strength and Ductility Demands of Soil–Structure Systems Behnoud Ganjavi, Hong Hao, Iman Hajirasouliha (2016)

.row3_default .researchActivities .researchTypeContent { opacity: 1; position: static; height: initial; } .row3_default .researchActivities .researchActivitiesWrapper .researchTypeTitle { visibility: visible; font-family: Arial; font-size: 1.3rem; transition: background-color .5s, color .5s; display: block; float: left; color: rgb(102, 102, 102); background-color: rgb(255, 255, 255); direction: ltr; text-align: left; padding: .5% 2%; cursor: pointer; border-radius: 5%; margin-top: 1%; } .row3_default .researchActivities .researchTypeContent table .Gv-Empty { text-align: left; direction: ltr; }

Research interests

Optimum Seismic Design of Building Structures
ٍEnergy-based seismic design
Dynamics Soil-Structure Interaction
Performance-based seismic design