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  • تاریخ : سه شنبه 29 اسفند 1396, 11:40 ق.ظ
دسته بندی : کنترل سازه ها , مهندسی سازه و زلزله , مقالات انگلیسی ,
در ادامه سه گزارش از سری گزارشات دانشگاه buffalo در مورد دستگاه سختی منفی را میتوانید در ادامه دانلود نمایید.

13-0013.pdf (13.52Mb)






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http://www.uplooder.net/img/image/33/cb7461b2f41198601834dacfefdb61dd/photo-2016-12-16-12-58-34.jpg

برچسب ها : مدلسازی و طراحی دستگاه سختی منفی , مدلسازی و تحلیل Negative Stiffness Device , کنترل سازه با Negative Stiffness Device , مدلسازی نرم افزار دستگاه NSD ,

  • تاریخ : سه شنبه 29 اسفند 1396, 09:34 ق.ظ
دسته بندی : مقالات انگلیسی , مهندسی سازه و زلزله ,


Ugurhan, B., Baker, J. W., and Deierlein, G. G. (2013). “Incorporating model uncertainty in collapse reliability assessment of buildings.” 11th International Conference on Structural Safety & Reliability, New York, NY, 8p.
Bayraktarli, Y. Y., Baker, J. W., and Faber, M. H. (2011). “Uncertainty treatment in earthquake modeling using Bayesian probabilistic networks.” GeoRisk, 5(1), 44–58.
Liel A., Haselton C., Deierlein G.G., and Baker J.W. (2009). "Incorporating modeling uncertainties in the assessment of seismic collapse risk of buildings," Structural Safety, 31 (2), 197-211.
Baker J.W. and Cornell C.A. (2008). Uncertainty Propagation in Probabilistic Seismic Loss Estimation, Structural Safety, 30 (3), 236-252.
Baker J.W. (2008). Introducing correlation among fragility functions for multiple components, in 14th World Conference on Earthquake Engineering, Beijing, China. 8 pp.
Baker, J.W. and Cornell, C.A. (2003). Uncertainty Specification and Propagation for Loss Estimation Using FOSM Methods. Proceedings, Ninth International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP9). San Francisco, California: Millpress. 8p.
Baker, J.W. and Cornell, C.A. (2003). Uncertainty Specification and Propagation for Loss Estimation Using FOSM Methods, PEER Technical Report 2003/07. Berkeley, California. 89p.






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برای عضویت در کانال طراحی و کنترل لرزه ای سازه ها روی آیکون زیر کلیک کنید :

data:image/png;base64,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



کتاب تحلیل و طراحی میراگرها و جداگرهای لرزه ای در Opensees، SAP2000 و Perform3D بر اساس ASCE7-10
 
http://www.uplooder.net/img/image/33/cb7461b2f41198601834dacfefdb61dd/photo-2016-12-16-12-58-34.jpg


برچسب ها : عدم قطعیت , تحلیل قابلیت اطمینان , قابلیت اطمینان در مهندسی زلزله , تحلیل reliability , reliability analysis ,

  • تاریخ : سه شنبه 17 اسفند 1395, 01:04 ق.ظ
  • تاریخ : پنجشنبه 28 بهمن 1395, 09:58 ق.ظ
دسته بندی : کنترل سازه ها , مقالات انگلیسی , مهندسی سازه و زلزله ,


cd image


در ادامه ریپورتی در مورد جدگرهای اصطکاکی پنچ گانه را میتوانید دانلود نمایید.


Quintuple Friction Pendulum Isolator Behavior, Modeling and Validation


Donghun Lee and Michael C. Constantinou


MCEER-15-0007 | 12/28/2015 | 114 pages


Free Download







برای ارتباط با مدیریت از طریق تلگرام روی آیکون زیر کلیک کنید :



برای عضویت در کانال طراحی و کنترل لرزه ای سازه ها روی آیکون زیر کلیک کنید :

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برچسب ها : جداگر اصطکاکی , جداگر در sap , جداگر در opensees , جداساز در sap , مدلسازی جداگر در sap , مدلسازی جداساز در opensees , انجام پروژه مدلسازی و راحی میراگر و جداگر ,

  • تاریخ : شنبه 9 بهمن 1395, 11:14 ب.ظ
دسته بندی : کنترل سازه ها , مقالات انگلیسی ,

cd image


Development and Experimental Study of Semi-Active Fluid Damping Devices for Seismic Protection of Structures

M.D.Symans, M.C.Constantinou

NCEER-95-0011 | 8/3/1995 | 538 pages

Free Download





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برچسب ها : کنترل سازه , کنترل غیرفعال , کنترل نیمه فعال , کنترل سازه در sap , کنترل سازه و میراگر در نرم افزار , آموزش کنترل سازه , انجام پروژه مدلسازی و راحی میراگر و جداگر ,

  • تاریخ : پنجشنبه 23 دی 1395, 11:30 ق.ظ
دسته بندی : کنترل سازه ها , مقالات انگلیسی , مهندسی سازه و زلزله ,

در ادامه میتوانید تعدادی مقاله در زمینه مهاربندهای کمانش تاب BRB را که در کنفرانس جهانی زلزله 2012 در پرتغال ارایه گردیده اند را دانلود نمایید.

LISBON, PORTUGAL, 2012

  1.   Response Modification Factor of Dual Moment-resistant Frame with Buckling Restrained Brace (BRB)
  2. Dynamic Performance Comparison between Buckling Restrained Braced Frames in Concentric and Eccentric Configurations
  3. Bidirectional-Resistant Ductile End Diaphragms with Buckling Restrained Braces for Skewed Steel Bridges
  4. Seismic Upgrading of Structures: A Design Procedure for Dissipative Buckling Restrained Braces
  5. Overall Buckling Behavior of All-Steel Buckling Restrained Braces
  6. A Type of Buckling Restrained Brace for Convenient Inspection and Replacement
  7. Cumulative Deformation Capacity of Buckling Restrained Braces Taking Buckling of Core Plates into Account
  8. Performance-Based Seismic Design and Evaluation of Buckling Restrained Knee Braced Truss Moment Frames
  9. Experimental Study of Low-yield Strength Steel Buckling Restrained Brace
  10. Numerical Assessment of Seismic Performance of Continuously Buckling Restrained Braced RC Frames
  11. Hysteretic Behavior of Exposed Column Bases in Buckling Restrained Braced Frames
  12. Subassemblage Test of Continuously Buckling Restrained Braced RC Frames
  13. Design of steel frames with buckling restrained braces
  14. A Two-Ring Energy Dissipating Device with Similar Behaviors in Tension and Compression to Create Buckling Resistant Braces
  15. Seismic Behavior of Chevron-Braced RC Framed Buildings
  16. Local Buckling Behavior of All-Steel Buckling Restrained Braces
  17. Capacity Design Procedure Evaluation for Buckling Restrained Braced Frames with Incremental Dynamic Analysis
  18. Improving the Seismic Response of Tall Reinforced Concrete Buildings using Buckling Restrained Braces
  19. Evaluation of Seismic Behavior of Buckling Restrained Braced Frames as Dual System in Combination with Special Moment Resisting Frames
  20. Pushover Analysis of Steel Frames with Buckling Restrained Braces focusing Slab-Composite Effect
  21. Huge Scale Tests of All-Steel Multi-curve Buckling Restrained Braces

برای آشنایی با نحوه طراحی و مدلسازی مهاربندهای کمانش تاب BRB میتوانید به کتاب زیر مراجعه نمایید.





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http://www.uplooder.net/img/image/33/cb7461b2f41198601834dacfefdb61dd/photo-2016-12-16-12-58-34.jpg

برچسب ها : طراحی مهاربند کمانش تاب , مدلسازی BRB در sap , طراحی گام به گام BRB , مدلسازی BRB در opensees , مدلسازی مهاربند ضد کمانش , طراحی buckiling restrained brace , انجام پروژه مدلسازی و راحی میراگر و جداگر ,

  • تاریخ : چهارشنبه 22 دی 1395, 01:00 ب.ظ
دسته بندی : کنترل سازه ها , مقالات انگلیسی , مهندسی سازه و زلزله ,

در ادامه میتوانید تعدادی مقاله در زمینه جداگرهای اصطکاکی را که در کنفرانس جهانی زلزله 2012 در پرتغال ارایه گردیده اند را دانلود نمایید.

LISBON, PORTUGAL, 2012

  1. Blind Prediction on the Seismic Response of a 5 Storey Steel Frame Building on Triple Friction Pendulum Isolators
  2. Effect of Mass Offset on the Torsional Response in Friction Pendulum Isolated Structures
  3. NEES/E-Defense Base Isolation Tests: Performance of Triple-Pendulum Bearings
  4. Numerical Assessment of the Seismic Performance of Sliding Pendulum Isolators
  5. Seismic Control of Benchmark Cablestayed Bridge Using Variable Friction Pendulum Systems
  6. Seismic Protection of Railway Bridges with Sliding Pendulum and High Friction Special Sliding Materials
  7. Optimum Design of Triple Friction Pendulum Bearing Subjected by Near-Field Ground Motions
  8. Uniform Annual Failure Rate Spectra for Friction Pendulum Isolated Structures
  9. Performance of Steel Moment Resistant Frame Whit Friction Pendulum System Under Static Nonlinear Analysis
  10. Experimental Evaluation of the Multiple Friction Pendulum System with Several Sliding Interfaces in Reducing the Seismic Responses of Buildings and Equipments
  11. Nonlinear Response-History Analysis of Triple Friction Pendulum Bearings (TFPB), Installed Between stories

برای آشنایی با نحوه طراحی و مدلسازی انواع جداگرهای اصطکاکی میتوانید به کتاب زیر مراجعه نمایید.





برای ارتباط با مدیریت از طریق تلگرام روی آیکون زیر کلیک کنید :



برای عضویت در کانال طراحی و کنترل لرزه ای سازه ها روی آیکون زیر کلیک کنید :

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http://www.uplooder.net/img/image/33/cb7461b2f41198601834dacfefdb61dd/photo-2016-12-16-12-58-34.jpg

برچسب ها : جداساز اصطکاکی یگانه سه گانه , طراحی جداگر و جداساز اصطکاکی FPS , مدلسازی جداگر اصطکاکی سه گانه و دوگانه TFPS , طراحی و مدلسازی جداگر اصطکاکی در sap000 , طراحی و مدلسازی جداساز اصطکاکی در opensees , مدلسازی جداساز اصطکاکی در perform 3d , انجام پروژه مدلسازی و راحی میراگر و جداگر ,

  • تاریخ : چهارشنبه 22 دی 1395, 12:47 ب.ظ
دسته بندی : کنترل سازه ها , مقالات انگلیسی , مهندسی سازه و زلزله ,

در ادامه میتوانید تعدادی مقاله در زمینه میراگرهای اصطکاکی را که در کنفرانس جهانی زلزله 2012 در پرتغال ارایه گردیده اند را دانلود نمایید.

LISBON, PORTUGAL, 2012


برای آشنایی با نحوه طراحی و مدلسازی میراگرهای اصطکاکی میتوانید به کتاب زیر مراجعه نمایید.






برای ارتباط با مدیریت از طریق تلگرام روی آیکون زیر کلیک کنید :



برای عضویت در کانال طراحی و کنترل لرزه ای سازه ها روی آیکون زیر کلیک کنید :

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برچسب ها : میراگر اصطکاکی پال , میراگر اصطکاکی دورانی , مدلسازی میراگر اصطکاکی sap2000 , مدلسازی میراگر اصطکاکی opensees , مدلسازی میراگر اصطکاکی perform , طراحی دستی میراگر اصطکاکی , انجام پروژه مدلسازی و راحی میراگر و جداگر ,

  • تاریخ : چهارشنبه 22 دی 1395, 12:30 ب.ظ
دسته بندی : کنترل سازه ها , مقالات انگلیسی , مهندسی سازه و زلزله ,

در ادامه میتوانید تعدادی مقاله در زمینه میراگرهای ویسکوز را که در کنفرانس جهانی زلزله 2012 در پرتغال ارایه گردیده اند را دانلود نمایید.

LISBON, PORTUGAL, 2012

  1. The Effectiveness of Viscous Dampers for Structures Subjected to Large Earthquakes
  2. Seismic design and evaluation of a minimal-damage steel frame equipped with steel yielding devices and viscous dampers
  3. Assessment of the Collapse Resistance of Steel MRFs Equipped with Fluid Viscous Dampers
  4. Influence of Soil-Structure Interaction Effects on the Performance of Viscous Energy Dissipation Systems
  5. Displacement-based seismic design of base-isolated bridges with viscous dampers
  6. Smart Viscous Dampers utilizing Shear Thickening Fluids with Silica Nanoparticles
  7. Characteristics of Viscous Wall Damper of Intense Oscillation Test against Large Earthquakes
  8. Safety Verification of Seismic Isolation System using Oil and Viscous Dampers against Long Period Earthquake Motions
  9. Semi-active control of a fluid viscous damper for vibration mitigation
  10. Performance of Structural Members in Seismic Retrofitted Frames with Viscous Dampers
  11. Deformed Shapes of Structures equipped with Viscous Dampers
  12. Rehabilitation of Existing Structures Using Optimal Viscous Damper Placement in the Seismic and Soil Conditions of Romania
  13. Shock Vibration Control of Structures using Fluid Viscous Dampers
  14. Energy Dissipation Design with Viscous Dampers in High-Rise Buildings
  15. Force Reduction Factors for Building Structures Equipped with Added Viscous Dampers
  16. Seismic Design of Moment Resisting Frame Structures Equipped with Viscous Dampers
  17. Seismic performance of semi-continuous steel frames with nonlinear viscous dampers
  18. Design of fluid viscous dampers for optimal life cycle cost
  19. Comparative Study on Seismic Behavior of RC Frame Structure Using Viscous Dampers, Steel Dampers and Viscoelastic Dampers
  20. A Procedure for the Design of Viscous Dampers to Be Inserted in Existing Plan-Asymmetric Buildings

برای آشنایی با نحوه طراحی و مدلسازی میراگر ویسکوز میتوانید به کتاب زیر مراجعه نمایید.





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برچسب ها : مقاله viscous damper , طراحی میراگر ویسکوز , تحلیل و مدلسازی میراگر ویسکوز , مدلسازی نرم افزاری میراگر ویسکوز در sap2000 و opensees , مدلسازی نرم افزاری میراگر ویسکوز در perform 3d , روش ELF میراگر ASCE7 , انجام پروژه مدلسازی و راحی میراگر و جداگر ,

  • تاریخ : سه شنبه 21 خرداد 1392, 05:58 ب.ظ
دسته بندی : مقالات انگلیسی ,

In recent revisions of the structural design codes in New Zealand, a number of changes have been made to seismic design provisions. One of the more significant revisions was the way in which the level of detailing is etermined for potential plastic hinges. Previously, the level of detailing was based principally on the structural ductility factor, which is broadly similar to the reduction factor R used in U.S. practice. With the revision, the level of detailing is based on the predicted magnitude of curvature that a plastic hinge is required to sustain in the ultimate limit state. This paper explains why the structural ductility factor does not give a reliable guide to the deformation sustained in an individual plastic hinge. In addition, based on test results of 37 beams, 25 columns, and 36 walls, design curvature limits are proposed for different categories of plastic hinge.


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  • تاریخ : سه شنبه 21 خرداد 1392, 05:57 ب.ظ
دسته بندی : مقالات انگلیسی ,

فایلی که برای دانلود هم اکنون در اختیار شما است فایل PDF لاتین از تحلیل سازه و طراحی ساختمانهای مقاوم در برابر باد و زلزله با حجم ۲۶٫۵MB است که امیدوارم مفید واقع شود.

Wind and Earthquake Resistant Buildings Structural Analysis and Design



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