Testing and Numerical Modelling of Steel-Concrete-Steel with Stud Bolts Connectors Subject to Push-Out Loading

صفحه 1-20

Mohammad Golmohammadi، Mansour Ghalehnovi

• مشاهده مقاله
• اصل مقاله 1.22 M

Evaluating the Performance of the Buckling Restrained Braces in Tall Buildings with Peripherally Braced Frames

صفحه 21-39

Seyed Ali Seyed Razzaghi، Hamid Reza Hatami

• مشاهده مقاله
• اصل مقاله 1.38 M

Seismic Retrofitting the Steel Storage Tanks using Single Concave Friction Isolators under the Long Period Earthquakes

صفحه 40-53

Alireza Abdeveis، Alireza Mortezaei

• مشاهده مقاله
• اصل مقاله 3.44 M

Extraction of Model Parameters for Reactive Solute Transport

صفحه 54-67

Jafar Chabokpour، Ali Akhoundzadeh

• مشاهده مقاله
• اصل مقاله 1.34 M

Assessing Seismic Performance of the Elliptic Braced Moment Resisting Frame through Pushover Method

صفحه 68-85

Habib Ghasemi Jouneghani، Abbas Haghollahi، Hassan Moghaddam، Abdolreza Sarveghad Moghadam

• مشاهده مقاله
• اصل مقاله 1.8 M

Seismic Fragility Assessment of Steel SMRF Structures under Various Types of Near and Far Fault Ground Motions

صفحه 86-100

Morteza Razi، Mohsen Gerami، Reza Vahdani، Farhang Farrokhshahi

• مشاهده مقاله
• اصل مقاله 1.75 M

Experimental Study for Strength Capacity of Cold-Formed Steel Joists Connections with Consideration of Various Bolts Arrangements

صفحه 101-114

Hossein Parastesh، Ehsan Mobedi، Hooman Ghasemi، K Amjadiyan

• مشاهده مقاله
• اصل مقاله 1.27 M

A Method for Predicting Pile Capacity Using Cone Penetration Test Data

صفحه 115-128

Parisa Heidari، Mahmoud Ghazavi

• مشاهده مقاله
• اصل مقاله 1.13 M

Free Vibration Analysis of Steel Framed Structures

صفحه 129-137

Ayesha Siddika، Md. Robiul Awall، Md. Abdullah Al Mamun، Tasnuva Humyra

• مشاهده مقاله
• اصل مقاله 982.08 K

Analytical Assessment of Reinforced Concrete Frames Equipped with TADAS Dampers

صفحه 138-151

Mohammad Hossein Saghafi، Ali Golafshar، Amin Yahyaee، Mohammad Sajad Zareian

• مشاهده مقاله
• اصل مقاله 1.85 M

Stepwise Regression for Shear Capacity Assessment of Steel Fiber Reinforced Concrete Beams

صفحه 152-163

Yasser Sharifi، Adel Moghbeli

• مشاهده مقاله
• اصل مقاله 1.01 M

Estimating Inter-Story Drift in High Rise Buildings with the Flexural and Shear Cantilever Beam and Mode-Acceleration Method

صفحه 164-177

Mohammad Ali Ranaiefar، Mir Hamid Hosseini، Mohammad Reza Mansoori

• مشاهده مقاله
• اصل مقاله 1.73 M