Row |
Article title |
Conference Name |
Conference Location |
Year |
1 |
Investigation of Seismic Behavior of Lightweight LSF Steel Frames Hardened Steel Shear Belts |
4th Int. Conf. of Steel and Structures |
Tehran |
2022 |
2 |
Vibration analysis of cracked FGM plates using the extended finite element method (XFEM) |
3rd International Conference of New Findings of Civil, Architectural and Iran Building Industry |
Tehran |
2018 |
3 |
Vibration analysis of cracked plates using the extended finite element method (XFEM) |
3rd International Conference on New Findings of Civil, Architectural and Iran Building Industry |
Tehran |
2018 |
4 |
Steel moment connection with elliptical reduced beam section |
16th European Conference on Earthquake Engineering |
Thessalonoki, Greece |
2018 |
5 |
Buckling of central crackrd plates under uniaxial compression using XFEM (in Persian) |
4th Nationanl Conference on Applied Research in Civil Engineering, Architecture and Urban Management |
Tehran |
2017 |
6 |
Buckling of central cracked plates under uniaxial tension using XFEM (in Persian) |
4th National Conference on Applied Research in Civil Engineering, Architecture and Urban Management |
Tehran, |
2017 |
7 |
Evaluating the buckling of the cracked plates under uniaxial compression using extended finite element method (in Persian) |
2nd International Conference on Civil Engineering, Architecture and Crisis Management |
Kharazmi University, Tehran, Iran |
2017 |
8 |
Evaluating the buckling of the racked plates under uniaxial tension using extended finite element method (XFEM) (in Persian) |
2nd International Conference on Civil Engineering, Architecture and Crisis Management |
Kharazmi University, Tehran, Iran |
2017 |
9 |
Natural frequency analysis of cracked plates using singular finite element method |
Coupled Numerical and Experimental Models in Structural Engineering |
Weimar, Germany |
2017 |
10 |
Analyzing the effect of plate width and crack length in non-central cracked plate on correction factor by using FEM (in Persian) |
The 3rd National Conference on Mechanical Engineering - Civil and Advanced Technology |
Higher Education Complex Engineering Esfarayen |
2017 |
11 |
Study of variations of cutting geometry for reduced beam section (in Persian) |
2nd International Conference on Civil Engineering, Architecture and Crisis Management |
Kharazmi University, Tehran, Iran |
2017 |
12 |
Evaluating the effect of eccentricity of the horizontal crack on the steel plate stress distribution by XFEM (in Persian) |
4th International Congress on Civil Engineering, Architecture and Urban Development |
Shahid Behashti University, Tehran, |
2016 |
13 |
Experimental investigation of J integral of galvanized rectangular plates with edge cracks (in Persian) |
5th International Conference on Modern Researchs in Civil Engineering, Architecture and Urban Development |
Singapore |
2016 |
14 |
Experimental study of the effect of edge crack length on J Integral (in Persian) |
4th International Congress on Civil Engineering , Architecture and Urban Development |
Shahid Beheshti University |
2016 |
15 |
Buckling of cracked plates under uniaxial tension load by XFEM (in Persian) |
4 th . International Congress on Civil Engineering , Architecture and Urban Development |
Shahid Beheshti University |
2016 |
16 |
Buckling of cracked plates under uniaxial compression load by XFEM (in Persian) |
4 th . International Congress on Civil Engineering , Architecture and Urban Development |
Shahid Beheshti University |
2016 |
17 |
Cyclic Performance of Moment Resisting Welded Connections with RBS Built by Iranian Profiles |
CECAR7 Civil Engineering Conference in the Asian Region |
Honolulu, USA |
2016 |
18 |
Approximate solution of Fredholm integral equation using the basic solution Bernstein polynomial |
The first Cinference on Science and Basic Research |
Shiraz |
2016 |
19 |
Structural bracing effect in the event of a progressive collapse |
2nd Conference on Seismology and Earthquake Engineering in Alborz Province |
Karaj-University of Kharazmi |
2015 |
20 |
Effect of corrosion on pushover performance of a steel plate shear wall |
3rd International Conference on Advances in Civil, Structural and Environmental Engineering |
Zurich, Switzerland |
2015 |
21 |
Study of cyclic behavior HOUNCH methods in the seismic retrifit of steel rigid connections |
International Conference on Architecture, Civil and Urban Development at the beginning of the Third Millennium |
Tehran-Association of Iranian Architects |
2015 |
22 |
Evaluation of seismic behavior of steel moment frames pushover method based on adaptive plasticity of movement and use of elements of extensive and in |
National Conference on Advances in Civil Engineering and Applied |
Karaj |
2014 |
23 |
The effect of building height in the event of a progressive collapse and comparing the results with the terms of the regulations GSA2003 and UFC4-010 |
National Conference on Soil Mechanics and Foundation Engineering |
Tehran-Shahid Rajaee Teacher Training University |
2014 |
24 |
Study of discrete Greens function for the Laplace equation defined on graphs |
National Conference meta heuristic algorithms and its applications in science and engineering |
Institute for Higher Education Pardisan Fereidonkenar |
2014 |
25 |
Compare and Investigation of advantages and disadvantages of hybrid columns columns |
First National Conference on Architecture, Civil and Environmental Engineering Urban |
Univercity of Hamedan |
2014 |
26 |
Effects of gender and number of layers of FRP columns behavior DSTC |
First National Conference on Architecture, Civil and Environmental Engineering Urban |
Univercity of Hamedan |
2014 |
27 |
بررسي تحليلي رفتار خمشي تيرهاي بتن مسلح مقاوم شده با ميله هاي FRP |
Architecture and Sustainable Urban Spaces Conference |
December |
2013 |
28 |
An Investigation on the Accuracy of Pushover Analysis for Estimating the Seismic Performance of Steel Plate Shear Walls Subjected to the TOHOKU Earthq |
International Conference on Civil Engineering Architecture |
Islamic Azad University, Tabriz Branch |
2013 |
29 |
Mechanical properties of self-consolidating concrete (SCC) under uniaxial pressure by ultrasonic testing |
International Conference on Civil Engineering Architecture |
Tabriz |
2013 |
30 |
مطالعات عددي بر رفتار خمشي تير بتن مسلح مقاوم شده با الياف FRP به روش اتصال خارجي (EBR) و نزديک به سطح (NSM) |
International Conference on Civil Engineering, Architecture and Urban Sustainable Development |
Islamic Azad University, Tabriz Branch |
2013 |
31 |
Study of the Effect of the Length and Position of Knee Elements on Structural Behavior of Knee-Braced Steel Frames and Comparison with X-Braced Frames |
4th International Conference on Seismic Retrofitting |
Tabriz |
2012 |
32 |
Studying the behavior of composite steel-concrete structures, steel diaphragms short-order |
International Conference of style and earthquakes |
kerman |
2011 |
33 |
An investigation on the shear stresses in composite steel-concrete diaphragms of low-rise steel structures (in Persian) |
National Civil Engineering Conference |
Najafabad Branch, Islamic Azad University |
2011 |
34 |
The effect of steel-concrete composite diaphragm behavior on a short-order frequency steel structures |
3rd National Conference on retrofitting and urban management |
Islamic Azad University - Khomein Branch |
2011 |
35 |
The Effect of Soil-Flexibility on Seismic Response of a Typical Steel Plate Shear Wall Subjected to Duzce Earthquake |
4th Int. Conf. on Engineering Mechanics, Structures, Engineering Geology |
Corfu Island, Greece |
2011 |
36 |
Seismic Response of Steel Plate Shear Walls Considering Soil-Structure Interaction |
2nd European Conf. of Civil Engineering |
Tenerife, Spain |
2011 |
37 |
Exact Free Vibration of Webs Moving Axially at High Speed |
15th American Conf. on Applied Mathematics |
Houston, USA |
2009 |
38 |
The Effect of Out-of-Plane Flexural Stiffness of Boundary Frame on Buckling Stress Patterns of Steel Plate Shear Wall |
15th American Conf. on Applied Mathematics |
Houston, USA |
2009 |
39 |
Ductility Behavior of a Steel Plate Shear Wall by Explicit Dynamic Analyzing |
14th World Conf. on Earthquake Engineering |
Beijing, China |
2008 |
40 |
Principal Stress Behaviour of a Steel Plate Shear Wall Concerning Buckling Modes |
6th International Conference on Earthquake Resistant Engineering Structures |
Bologna, Italy |
2007 |
41 |
Non-linear Analysis of Steel-Braced Concrete Frames |
1st Int. Conf. on Concrete and Development |
Tehran, Iran |
2001 |
42 |
بررسي ميزان تأثير مقدار صلبيت سخت کننده بر کمانش برشي ديوار يرشي فولادي به روش بدون شبکه ريتز |
اولين همايش ملي عمران و توسعه پايدار |
دانشگاه پيام نور يزد |
1393 |
43 |
بررسي تأثير ضخامت سخت کننده بر کمانش برشي ديوار برشي فولادي به روش بدون شبکه ريتز |
اولين همايش ملي عمران و توسعه پايدار |
دانشگاه پيام نور يزد |
1393 |
44 |
مقايسه رفتار چرخه اي اتصالات خمشي جوشي با مقطع تير کاهش يافته بر اساس پارامترهاي ارايه شده در مبحث 10 و FEMA350 |
اولين کنفرانس سراسري توسعه محوري مهندسي عمران، معماري، برق و مکانيک ايران |
گرگان، دانشگاه گلستان |
1393 |
45 |
بررسي رفتار چرخه اي اتصالات خمشي جوشي با مقطع تير کاهش يافته ساخته شده از پروفيل هاي فولادي ايران |
اولين کنفرانس سراسري توسعه محوري مهندسي عمران، معماري، برق و مکانيک ايران |
گرگان، دانشگاه گلستان |
1393 |
46 |
بررسي تأثير نانو ذرات اکسيد آهن، اکسيد آلومنيوم، اکسيد سيليس و اکسيد تيتانيوم بر خواص مکانيکي بتن |
اولين کنگره سراسري فناوري هاي نوين ايران |
تهران |
1393 |
47 |
تأثير افزايش لايه هاي CFRP بر بهبود رفتار اتصال پيچي بين ورق فولادي سردساخت و ورق فولادي گرم نورد تحت بار برش استاتيکي در نرم افزار اجزاء محدود |
اولين کنفرانس ملي مهندسي عمران و موسعه پايدار ايران |
تهران |
1393 |
48 |
تحليل اجزاء محدود اتصال پيچي با چهار پيچ بين ورق فولادي سردساخت تقويت شده با CFRP و ورق فولادي نورد گرم شده تحت بار برشي استاتيکي |
اولين کنفرانس ملي مهندسي عمران و توسعه پايدار ايران |
تهران |
1393 |
49 |
بررسي اثر جنس لايه هاي FRP بر رفتار ستون هاي لوله اي دو لايه |
همايش ملي معماري، عمران و توسعه نوين شهري |
تبريز |
1393 |
50 |
بررسي رفتار اعضاي بتني معمولي و محصور شده با صفحات فولادي تحت فشار تک محوره به وسيله آزمون امواج فراصوت |
چهارمين کنفرانس ملي سازه و زلزله |
کرمان |
1392 |
51 |
بررسي روش هاي مدل سازي اتصال ورق به قاب در سازه هاي با قاب سبک فولادي |
هفتمين کنگره ملي مهندسي عمران |
زاهدان-دانشگاه سيستان و بلوچستان |
1392 |
52 |
اعتبارسنجي آناليز پوش آور ترکيبي متناسب با جرم بر پايه روابط تحليل مودال براي بررسي عملکرد لرزه اي ديوار برشي فولادي |
چهارمين کنفرانس ملي سازه و زلزله |
کرمان |
1392 |
53 |
بررسي دقت آناليز پوش آور مودال براي تخمين عملکرد لرزه اي قاب هاي داراي ديوار برشي فولادي سخت نشده با ورق نازک جان |
هفتمين کنگره ملي مهندسي عمران |
زاهدان، دانشگاه سيستان و بلوچستان |
1392 |
54 |
بررسي رفتار پل معلق عابر پياده ميرزاکوچک خان در شهر اصفهان |
کنفرانس ملي زيرساختهاي حمل د نقل |
تهران |
1391 |
55 |
مدل سازي قاب سبک فولادي داراي ديوار برشي فولادي و بررسي پارامتر فاصله پيچ اتصال ورق در آن |
اولين کنفرانس ملي بناي ماندگار |
مشهد |
1391 |
56 |
بررسي تأثير محل قرارگيري المان زانويي بر رفتار قاب هاي فولادي مهاربندي شده |
اولين همايش ملي سازه-زلزله-ژئوتکنيک |
مازندران، بابلسر |
1389 |