Formwork For Concrete Structures,fourth edition,by Robert L. Peurifoy,McGraw-Hill,2011

Formwork For Concrete Structures,fourth edition,by Robert L. Peurifoy,McGraw-Hill,2011

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Contents
Chapter 1 Introduction
Purpose of this book
Safety of formwork
Economy of formwork
Allowable unit stresses in formwork material
Care of forms
Patented Products
Arrangement of this book
Reference
Chapter 2 Economy of formwork
Background information
Impact of Structural design on formwork costs
Suggestions for design
Design repetition
Dimensional standards
Dimensional consistency
Economy of formwork & sizes of concrete columns
Beam & column intersections
Economy in formwork & sizes of concrete Beams
Economy in making erecting & stripping forms
Removal of forms
Building construction & Economy
Economy in Formwork & Overall economy
Reference
Chapter 3 Pressure of concrete on formwork
Chapter 4 Properties of form material
Chapter 5 Design of wood members for formwork
Chapter 6 Shores & Scaffolding
Chapter 7 Failures of formwork
Chapter 8 Forms for footings
Chapter 9 Forms for walls
Chapter 10 forms for columns
Chapter 11 forms for beams & floor slabs
Chapter 12 Patented forms for concrete floor systems
Chapter 13 Forms for thin-shell roof slabs
Chapter 14 Forms for architectural concrete
Chapter 15 Slip forms
Chapter 16 Forms for concrete bridge decks
Chapter 17 Flying deck forms

این کتاب درباره قالب بندی سازه های بتنی و نحوه اجرا و محاسبه آن بحث کرده در مطالب آینده فیلمی از نحوه اجرای قالب تونلی و قالب های آلومینیومی ارایه می شود.

تاثیر پریود امواج بر روی اتصالات سازه های شناور به هم پیوسته

تاثیر پریود امواج بر روی اتصالات سازه های شناور به هم پیوسته

با تشکر از مهندس محمدعلی بهاری بابت فایل مقالات و چکیده مقاله ایشان در وبلاگ دنیای سازه های دریایی برای محققان که در این زمینه کار می کنند اگر سوال دارند می توانند با ایمیل ایشان در ارتباط داشته باشند ایمیل ایشان [e-mail]

Period waves impact on the floating structures interlocking connections

Thanks to Engineering Mohammad Ali Bahari file for articles and abstracts offshore His blog in this field of work if they are able to e-mail their questions linked their email [e-mail]

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Password: CE-MS MS.c Bijan Mohammadi

 عنوان های مقاله ها ارسال شده توسط مهندس محمد علی بهاری

As the article posted by Mr. Mohammad Ali Bahari

      1Time domain finite volume method for three-dimensional structural–acoustic coupling analysis

   2Dynamic solid mechanics using finite volume methods

      3An unstructured finite volume time domain method for structural dynamics

  4Coupled dynamic analysis for wave interaction with a truss spar and its mooring line/riser system in time domain

       5Hybrid frequency–time domain models for dynamic response analysis of marine structures

       6A hybrid approach for the time domain analysis of linear stochastic structures

       7An optimised FEM–BEM time-domain iterative coupling algorithm for dynamic analyses

      Time-domain numerical and experimental analysis of hydro elastic response of a very large floating structure edged with a pair of submerged horizontal plates

9.       Time-domain simulation of wave–structure interaction based on multi-transmitting formula coupled with damping zone method for radiation boundary condition

  10Response analysis and optimum configuration of a modular floating structure with flexible connectors

   11Substructural identification of jack-up platform in time and frequency domains

 12A finite volume unstructured mesh approach to dynamic fluid–structure

interaction : an assessment of the challenge of predicting the onset of flutter

13A numerical study on environmental impact assessment of Mega-Float of Japan

  14ANALYTICAL MODELS OF FLOATING BRIDGES SUBJECTED BY MOVING LOADS FOR DIFFERENT WATER DEPTHS

  15Approximate Methods for Dynamic Response of Multi-module Floating Structures

   16Dynamic response and structural integrity of submerged floating tunnel due to hydrodynamic load and accidental load

   17Effect of compression on wave diffraction by a floating elastic plate

  18Efficient hydrodynamic analysis of very large floating structures

   19Evaluation of bending moments and shear forces at unit connections of very large floating structures using hydro elastic and rigid body analyses

  20Fully nonlinear simulation of wave interaction with fixed and floating flared structures

   21Hydrodynamic analysis of multi-body floating piers under wave action

  22Hydrodynamic Interaction Analyses of Very Large Floating Structures

   23Hydro elastic analysis of flexible floating interconnected structures

   24Hydro elastic responses and drift forces of a very-long floating structure equipped with a pin-connected oscillating-water-column breakwater system

  25Integrated hydrodynamic–structural analysis of very large floating structures (VLFS

  26Multi-module Floating Ocean Structures

27.   Overview: Research on wave loading and responses of VLFS

28.   Response analysis and optimum configuration of a modular floating structure with flexible connectors

29.   Response due to moored multiple structure interaction

 30Simulation of floating bodies with the lattice Boltzmann method 

   31Stiffness of mooring lines and performance of floating breakwater in three dimensions

32.   Structural analysis for the design of VLFS

33.   Structural modeling for global response analysis of VLFS

34.   Transverse earthquake response and design analysis of submerged floating tunnels with various shore connections

35Wave effects on deformable bodies 

تاثیر پریود امواج بر روی اتصالات سازه های شناور به هم پیوسته

چکید ه

در این مقاله اثر پریود موج در پین اتصالات اسکله های شناور مدولار بررسی شده است. اسکله به صورت سازه ای با بدنه های صلب و اتصالات مفصلی- صلب مدل گردیده است. سه پانتون با ابعاد  1.8*7*20 متر و عمق آب نیز با توجه به مشخصات کشتی طرح 7 مترو پریود موج غالب 5 ثانیه در نظر گرفته شده است. امواج بر خوردی در راستای طولی سازه شناور انجام شده است. معادلات امواج، استوکس مرتبه 5 لحاظ شده است. فرایند تحقیق با دو نرم افزار آباکوس و استارسی سی ام پلاس انجام شده است و با توجه به عملکرد نرم افزار از روش تحلیل دینامیکی کامل استفاده شده است. با کوپل این دو نرم افزار، تنش در پین اتصالات بدست آمده است. نتایج حاصل نشان می دهد که با افزایش دوره تناوبی به ثانیه، شدت تنش وارده به پین اتصال افزایش یافته است. این نتایج حاکی از آن است که طراحی هر سیستم سازه ای شناور نیازمند به انتخاب معیار و ملاک مناسب و منطقی است. بنابراین در مناطق با پریود موج بالاتر از پریود موج غالب، انتخاب چنین سازه ای به ندوت رخ می دهد.

Period waves impact on the floating structures interlocking connections

Abstract

In this paper the effect of modular floating dock connectors pin wave period studied. Handles for rigid body structure with a rigid model is Mfsly- connections. Tuesday Pantone size 1.8 * 7 * 20 m and depth profile with respect to ship the 7 subway dominant wave period of 5 seconds is considered. Eat in longitudinal direction of the waves on the floating structures. Wave equation, Stokes is in the order of 5. ABAQUS software with the research process and Astarsy thirtieth Plus has been done with regard to the application of the full dynamic analysis method is used. By coupling these two software, tension bolt connections have been obtained. The results show that by increasing the Period in seconds, greatly increased the stress to the pin connection. These results suggest that the design of any system of floating structures need to choose the appropriate and logical criteria. Therefore, in areas with a dominant wave period, wave period above, the choice of such a structure rarely occurs