Evaluation the effect of number, material and configuration of bolts on rigid bolted connections under fire

H Saberi, V Saberi, S Javan, A Sadeghi - 2022 - sid.ir
The present study investigates the influence of the number, material and Configuration of
Bolt s on Rigid Bolted Connection s under Fire. In this study, 6 steel Rigid Bolted Connection …

Investigation the Arrangement Variation of Viscous Dampers in Tall Steel Structure under Near and Far-Field Earthquakes

H Saberi, V Saberi, H Bayat-Sarmadi… - New Approaches in Civil …, 2021 - jnace.ir
This study focuses on the effect of viscos dampers arrangement over the height on the
control of seismic behavior of tall steel moment-resisting frame structures by considering …

Probabilistic Progressive Collapse Analysis of 3D Steel Moment Frame Using Fragility Curves and Double-column-damage Approach

E Mohammadi Dehcheshmeh, V Broujerdian… - Amirkabir Journal of …, 2022 - ceej.aut.ac.ir
In this research, a method of probabilistic analysis of progressive collapse has been
introduced based on the concept of fragility curves. In order to develop the fragility curves …

Investigation of the Effect of Fire Loading on the Behavior of Connections with Beam-to-Column Bolted End Plate and T-Connection

V Saberi, H Saberi, SP Panahkhah, A Sadeghi… - Journal of Structural and …, 2022 - jsce.ir
In this study, comparison of the performance of beam-to-column bolted end plate
connections and T-connection under fire is considered. To achieve this objective, samples …

Assessing the Effect of Deformation and Energy Damage Indices in Seismic Vulnerability of Steel Moment-Resisting Frames

K Mehdizadeh, A Sadeghi, SV Hashemi… - Advance Researches in …, 2022 - arce.ir
In evaluating the degree of structural damages after a destructive event like an earthquake,
the assessment of damages in different points of the structure is very important. Thus, it …

Investigating the Seismic Performance of Steel Moment-Resisting Frames by Using Damage Index

K Mehdizadeh, F Jadali, S Heidari, A Sadeghi… - Advance Researches in …, 2022 - arce.ir
In the seismic analysis of structures, estimation of amount of damages to the elements is of
great importance. In the quantitative method of estimating damages, it is possible to assess …

[PDF][PDF] Seismic Behavior of Coupled Steel Plate Shear Wall with Variation of Opening Dimensions and Considering the Performance Levels

H Saberi, V Saberi, M Zahed, A Sadeghi - New Approaches in Civil …, 2021 - jnace.ir
ABSTRACT In recent years, Coupled Steel Plate Shear Wall system has been used in mid
and high-rise buildings because it has advantages such as providing large spaces for …

بررسی رفتار لرزه ای دیوار برشی فولادی کوپل با تغییرات ابعاد بازشو با در نظرگرفتن سطوح عملکرد

صابری, صابری, زاهد, صادقی - رویکردهای نوین در مهندسی عمران, 2021‎ - jnace.ir
دیوار برشی فولادی کوپل به دلیل تامین فضاهای بزرگ برای ایجاد کاربریهای گوناگون در طبقات
و ملاحظات معماری از قبیل درها، پنجرهها و راهروها مورد توجه طراحان قرار گرفته است. در این تحقیق، به …

بررسی رفتار لرزه ای دیوار برشی فولادی کوپل با تغییرات ابعاد بازشو با در نظرگرفتن سطوح عملکرد

حمید صابری, وحید صابری, مائده زاهد… - Journal of New …, 2021‎ - search.ebscohost.com
Abstract In recent years, Coupled Steel Plate Shear Wall system has been used in mid and
high-rise buildings because it has advantages such as providing large spaces for creating …

[PDF][PDF] بررسی تأثیر تعداد، جنس و چیدمان پیچ‌ها بر عملکرد اتصالات صلب پیچی تحت آتش

صابری, صابری, جوان, صادق, صادقی - مهندسی سازه و ساخت, 2022‎ - jsce.ir
تحقیق حاضر به بررسی تأثیر تعداد، جنس و چیدمان پیچ‌ها بر عملکرد اتصالات صلب پیچی
تحت آتش می‌پردازد. در این مطالعه، 6 نمونه اتصال گیردار پیچی با ورق انتهایی با مشخصات مصالح …