Civil Engineering Infrastructures Journal

Main Subjects = Earthquake

Number of Articles: 6

1		Rectangular and Cylindrical TLDs with Rotatable Baffles to Improve Seismic Behavior of Structures, a Numerical Study
	Volume 51, Issue 2, Summer and Autumn 2018, Page 339-354
	Seyed Mehdi Zahrai; sirous kakouei
	DOI: 10.7508/ceij.2018.02.006
	Abstract \| PDF 1.23 MB

2		Analytical D’Alembert Series Solution for Multi-Layered One-Dimensional Elastic Wave Propagation with the Use of General Dirichlet Series
	Volume 51, Issue 1, Winter and Spring 2018, Page 169-198
	Mohamad Emami; Morteza Eskandari-Ghadi
	DOI: 10.7508/ceij.2018.01.010
	Abstract \| PDF 1.81 MB

3		Performance-Based Plastic Design of Moment Frame-Steel Plate Shear Wall as a Dual System
	Volume 50, Issue 1, Winter and Spring 2017, Page 21-34
	Gholamreza Abdollahzadeh; Hamed kuchakzadeh; Alireza Mirzagoltabar
	DOI: 10.7508/ceij.2017.01.002
	Abstract \| PDF 717.41 K

4		Distribution of Building Nonstructural Components in Height Subjected to Cost of Damage for Low-Rise Office Buildings
	Volume 49, Issue 2, Summer and Autumn 2016, Page 173-196
	Leila Haj Najafi; Mohsen Tehranizadeh
	DOI: 10.7508/ceij.2016.02.001
	Abstract \| PDF 892.52 K

5		Selecting Appropriate Intensity Measure in View of Efficiency
	Volume 48, Issue 2, Summer and Autumn 2015, Page 251-269
	Leila Haj Najafi; Mohsen Tehranizadeh
	DOI: 10.7508/ceij.2015.02.003
	Abstract \| PDF 1.42 MB

6		Seismic Fragility Assessment of Special Truss Moment Frames (STMF) Using the Capacity Spectrum Method
	Volume 48, Issue 1, Winter and Spring 2015, Page 1-8
	Gholamreza Abdollahzadeh; Mohammad Sazjini; Azadossadate Asghari
	DOI: 10.7508/ceij.2015.01.001
	Abstract \| PDF 847.47 K

Civil Engineering Infrastructures Journal (CEIJ) - Articles List

Rectangular and Cylindrical TLDs with Rotatable Baffles to Improve Seismic Behavior of Structures, a Numerical Study

Analytical D’Alembert Series Solution for Multi-Layered One-Dimensional Elastic Wave Propagation with the Use of General Dirichlet Series

Performance-Based Plastic Design of Moment Frame-Steel Plate Shear Wall as a Dual System

Distribution of Building Nonstructural Components in Height Subjected to Cost of Damage for Low-Rise Office Buildings

Selecting Appropriate Intensity Measure in View of Efficiency

Seismic Fragility Assessment of Special Truss Moment Frames (STMF) Using the Capacity Spectrum Method