آمار

تعداد نشریات21
تعداد شماره‌ها611
تعداد مقالات9,032
تعداد مشاهده مقاله67,086,489
تعداد دریافت فایل اصل مقاله7,659,351

1.

Study and Comparison of Seismic Behaviour of Isolator-Damper Hybrid Control System with Conventional Structural Systems

صفحه 1-17
Abbas Azad Mazloum؛ Majid Amin Afshar

2.

Calibration of Bar-Concrete Bond Stress Relationships for Bond Stress Prediction of GFRP Soil Nails Using Experimental Pullout Tests

صفحه 18-36
Behrooz Hamedmirjafari؛ Jafar Bolouri Bazzaz؛ Saeed Abrishami

3.

Base Isolation Systems – A State of the Art Review According to Their Mechanism

صفحه 37-61
Ali Beirami Shahabi؛ Gholamreza Zamani Ahari؛ Majid Barghian

4.

Seismic Damage Assessment of RC Buildings Subjected to the Rotational Ground Motion Records Considering Soil-Structure Interaction

صفحه 62-80
Mohammad Bagher Payganeh؛ Alireza Mortezaei

5.

Damage Identification of Structures Using Second-Order Approximation of Neumann Series Expansion

صفحه 81-91
Seyed Sina Kourehli

6.

Laboratory Study and Investigation on Significance Level of Fatigue Phenomenon in Warm Mix Asphalt Modified with Nano-Silica

صفحه 92-113
Saber Kie Badroodi؛ Mahmood Reza Keymanesh؛ Gholamali Shafabakhsh

7.

Numerical Analysis of Water and Air in Venturi Tube to Produce Micro-Bubbles

صفحه 114-125
Mahin Ghannadi؛ Seyed Fazlolah Saghravani؛ Hamid Niazmand

8.

Investigating Stabilized Excavations Using Soil Nailing Method in Urban Context

صفحه 126-138
Farzad Farokhzad؛ Mohammad Javad Shabani؛ Anuhe Hasanpour

9.

An Investigation into the Performance of Excavation with Inclined Struts Connected to Adjacent Buildings

صفحه 139-152
Zahra Sabzi؛ Ali Fakher

10.

Performance Evaluation of a Trunk-A Road in North Central Nigeria

صفحه 153-165
Musa Alhassan؛ Mustapha Mohammed Alhaji

11.

Effects of Geofoam Particles on Geotechnical Properties of Clay-dune Sand

صفحه 166-183
Behzad Peymanian؛ Rouzbeh Dabiri

12.

An Experimental Study on the Effects of Debris Accumulation at the Culvert Inlet on Downstream Scour

صفحه 184-199
Somayeh Karimpour؛ Saeed Gohari


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