دانلود جزوه دستنويس آموزش نرم افزار Etabs و Safe
+ نوشته شده در جمعه ۱۳۹۲/۰۷/۲۶ ساعت ۷:۴۹ ب.ظ توسط امین باقری
|
CSI Technical Papers
| Dynamic Analysis Using Response Spectrum Seismic Loading: Prior To The Existence Of Inexpensive Personal Computers The Response Spectrum Method Was The Standard Approach for Linear Seismic Analysis | Ed Wilson |
 |
View |
| A History Development Modern Earthquake Codes | Frank E. McClure, S.E. |
|
View |
| A New Method of Dynamic Analysis for Linear and Nonlinear Systems | Ed Wilson |
|
View |
| Concerning Dynamic Nonlinear Analysis | Ed Wilson |
|
View |
| Current Trends in Modeling Buildings Systems | Ashraf Habibullah, S.E. |
|
View |
| Damping and Energy Dissipation: Linear Viscous Damping Is A Property Of The Computer Model And Is Not A Property Of A Real Structure | Ed Wilson |
|
View |
| Dynamic Analysis By Numerical Integration: Normally, For Earthquake Loading Direct Numberical Integration Is Very Slow | Ed Wilson |
|
View |
| Dynamic Analysis Using Mode Superposition: The Mode Shapes Used To Uncouple The Dynamic Equilibrium Equations Need Not Be The Exact Free-Vibration Mode Shapes | Ed Wilson |
|
View |
| Dynamic Analysis: Force Equilibrium Is Fundamental In The Dynamic Analysis Of Structures | Ed Wilson |
|
View |
| Geometric Stiffness and P-Delta Effects: P-Delta Effects, Due to Deal Load, Can Be Considered Without Iteration for Both Static and Dynamic Analysis | Ed Wilson |
|
View |
| Large Numbers Can Cause Significant Errors | Ed Wilson |
|
View |
| Mesh Transitioning and Compatibility the Automated Line Constraint in ETABS & SAP2000 | Ashraf Habibullah, S.E., M.Iqbal Suharwardy,S.E., Ph.D. |
|
View |
| Modal Combinations Rules for Multicomponent Earthquake Excitation | Wiggo Smeby, Armen Der Kiureghian |
|
View |
| Orthogonal Effects in Response Spectrum Analysis | Ed Wilson |
|
View |
| Physical Object Based Analysis and Design Modeling of Shear Wall Systems Using ETABS | Ashraf Habibullah, S.E. |
|
View |
| Practical Three Dimensional Nonlinear Static Pushover Analysis | Ashraf Habibullah, S.E., and Stephen Pyle, S.E. |
|
View |
| Ritz Analysis vs. Eigen Analysis: Vertical Seismic Analysis | CSI Publication |
|
View |
| SAFE Technical Note 1: How SAFE Calculates Punching Shear For the ACI 318-95 Code | CSI Publication |
|
View |
| SAFE Technical Note 2: Using the Align Vertical / Horizontal Command | CSI Publication |
|
View |
| Seismic Analysis Modeling to Satisfy Building Codes: The Current Buildings Codes Use the Terminology Principal Direction without A Unique Definition | Ed Wilson |
|
View |
| Soil -Structure Interaction: At A Finite Distance from A Structure the Absolute Displacements Must Approach the Free-Field Displacements |
|
View | |
| Speed of Computer Systems: The Current Speed Of A $2,000 Personal Computer Is Faster Than The $10,000,000 Cray Computer Of 1975 | Ed Wilson |
|
View |
| Steel Frame Design: Staggered Truss Framing Systems Using ETABS | Ashraf Habibullah,S.E. |
|
View |
| The Eigenvalue Problem: Eigenvalues And Eigenvectors Are Properties Of The Equations That Simulate The Behavior Of A Real Structure | Ed Wilson |
|
View |
+ نوشته شده در یکشنبه ۱۳۹۱/۰۸/۱۴ ساعت ۴:۲۹ ب.ظ توسط «احسان غرقابي_مدير سایت»
|
CSI Watch & Learn
Welcome to the Watch & Learn series of free tutorial movies for CSI
software. These movies cover a wide range of topics, from basic product
overviews to advanced subjects such as nonlinear sequential
construction. Whether you are a student, a beginner or an expert user,
you are certain to learn new skills, discover powerful new tools
embedded within the software and gain a deeper understanding of each
product's capabilities.
ادامه نوشته
Click on the product logos below to access each Watch & Learn library......
به ادامه مطلب بروید
+ نوشته شده در شنبه ۱۳۹۱/۰۸/۱۳ ساعت ۱۱:۲۰ ب.ظ توسط «احسان غرقابي_مدير سایت»
|
دانلود آموزش طراحی پی منفرد با نرم افزار safe 8
در این آموزش مراحل تحلیل و طراحی یک پی
منفرد مورد بررسی قرار گرفته که در گام نخست به مدل کردن پی منفرد پرداخته شده و در
نهایت با اعمال کردن ضوابط آیین نامه ی ایران به تحلیل و طراحی ابعادپی ،و مقدار
میلگرد مورد نیاز برای مقابله با نیروهای وارده در پی اشاره شده است.
در ضمن فایل سیف پی منفرده که در آموزش از اون استفاده شده رو برای درک بهتر آموزش
ضمیمه شده است.
نام آموزش:آموزش سیف safe مطابق با آیین نامه ی ایران
(طراحی پی منفرد)
تعداد صفحات:38
نوع فایل:pdf+فایل سیف پی منفرد
نویسندگان:فرشاد امن خانی و مهندس فرزاد آقایاری
ورژن برنامه ی سیف:safe 8
منبع:mycivil.ir
+ نوشته شده در جمعه ۱۳۹۱/۰۴/۱۶ ساعت ۹:۴۴ ق.ظ توسط حجت تاجیک نژاد
|