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| Date | Subscriber Growth | Mentions | Channels | |
| 11 October | 0 | |||
| 10 October | +1 |
Channel Posts
| 2 |  +1Structural retrofit using external steel plates and sections to strengthen existing RC beams and beam–column joints. The key is proper anchorage and force transfer so the added steel works effectively with the original concrete structure.
Or
A retrofit is effective only when the new strengthening system and the existing structure work together as one structural system.
#StructuralEngineering #Retrofitting #SteelStrengthening #CivilEngineering | 183 |
| 3 | https://youtu.be/Kpt-b7K_RsM?si=ipLXiPAY9YRNJhDN
بناء المهارات في جميني | 182 |
| 4 | sap2000 tutorial
Ahamed Elkady
english
https://www.youtube.com/playlist?list=PLz_XdUL-6Y_mkCO3zUITiTytgi2O8vHdl
https://www.youtube.com/watch?v=onmLDm1qwM4&list=PLz_XdUL-6Y_mkCO3zUITiTytgi2O8vHdl&index=1&pp=iAQB | 379 |
| 5 | https://youtu.be/e3Erp-6FNsg?si=8myJKsXGQHTAGIxZ | 444 |
| 6 | Ahmed Elkady
Quick introduction to the ABAQUS tutorial plan and the employed tutorial problem.
https://www.youtube.com/watch?v=3-NIKzmhxOU&list=PLz_XdUL-6Y_k-LgmCKo5ejqRAGpfXPk23 | 417 |
| 7 | IDEA StatiCa is a professional engineering software package for calculating and verifying components, parts, and elements of building structures, especially in areas where standard "rod" calculations are no longer sufficient.
In classical calculation programs (SCAD, LIRA, SAP2000, ETABS, ...) the structure is modeled using rods and shells, and real nodes are usually: simplified, calculated manually, or adopted “from experience”.
IDEA StatiCa solves this problem by performing a nonlinear calculation of a real 3D unit or part, taking into account: steel ductility, concrete cracking, anchors, bolts, welding, and steel-concrete interaction.
MODULES
IDEA StatiCa Connection is a program for calculating steel joints of any configuration using the component finite element method (CFEM).
IDEA StatiCa Steel is software for the design and calculation of all types of welded and bolted joints, foundation slabs, supports, and anchor fastenings. The program addresses the bending and stability issues of steel elements.
ID | 488 |
| 8 |  No text... | 323 |
| 9 |  CSiCol is a comprehensive software package used for the analysis and design of columns, efficiently addressing the design of columns of any concrete, reinforced concrete, or composite cross-section. CSiCol provides a 'Quick Design Wizard' tool that will guide you step-by-step through the entire process of column design.
It helps engineers to analyze reinforced concrete columns; design columns according to building codes; check axial load + bending (P-M interaction); design rectangular, circular, or irregular columns; consider slenderness effects; generate interaction diagrams and reports.
It supports many international codes:
ACI 318 – USA
CSA A23.3 – Canada
Eurocode 2 (EN 1992)
BS 8110 / BS 5400 – United Kingdom
IS 456, IS 13920 – India
GB 50010 – China
AIJ – Japan
ECP 203 – Egypt
AS 3600 – Australia
NZS 3101 – New Zealand
CP 65 – Singapore
Hong Kong Code of Practice | 323 |
| 10 | LAVteam.CSI.CSiCol.v12.1.0.1223.torrent | 309 |
| 11 |  No text... | 441 |
| 12 | DYNAMICS OF STRUCTURES
Theory and Applications to Earthquake Engineering
Fifth Edition in SI Units
Anil K. Chopra
University of California at Berkeley | 443 |
| 13 | ينبغي أن يلبي طيف التصميم متطلبات محددة، نظراً لأنه مخصص لتصميم منشآت جديدة أو لتقييم السلامة الزلزالية للمنشآت القائمة بهدف مقاومة الزلازل المستقبلية.
ولهذا الغرض، يُعد طيف الاستجابة الخاص بحركة أرضية سُجِّلت خلال زلزال سابق غير ملائم. فالطابع المتعرج لطيف الاستجابة -كما يظهر في الشكل 6.6.4- هو سمة مميزة لذلك المؤثر الزلزالي بعينه. ورغم أن طيف الاستجابة لحركة أرضية أخرى سُجِّلت في الموقع نفسه خلال زلزال مختلف يتسم أيضاً بالتعرج، إلا أن القمم والقيعان لا تقع بالضرورة عند فترات زمنية (أدوار) متماثلة. ويتضح ذلك جلياً في الشكل 6.9.1، الذي يعرض منحنيات طيف الاستجابة لحركات أرضية سُجِّلت في الموقع ذاته خلال ثلاثة زلازل سابقة. وبالمثل، لا يمكن التنبؤ بتفاصيل طيف الاستجابة المتعرج بدقة لحركة أرضية قد تحدث في المستقبل؛ لذا ينبغي أن يتألف طيف التصميم من مجموعة منحنيات ملساء أو سلسلة من الخطوط المستقيمة، بحيث يخصص منحنى واحد لكل مستوى من مستويات التخميد.
وبشكل عام، يجب أن يعكس طيف التصميم خصائص الحركات الأرضية التي سُجِّلت في الموقع خلال الزلازل السابقة. وفي حال عدم توفر تسجيلات سابقة في الموقع، ينبغي استناد طيف التصميم إلى حركات أرضية سُجِّلت في مواقع أخرى ذات ظروف مماثلة. وتشمل العوامل التي يتم مراعاتها عند الاختيار: مقدار الزلزال (القدر الزلزالي)، وبعد الموقع عن الصدع المسبب للزلزال، وآلية عمل الصدع، والخصائص الجيولوجية لمسار انتقال الموجات الزلزالية من المصدر إلى الموقع، وظروف التربة المحلية في الموقع. ورغم أن هذا النهج ممكن التطبيق في بعض مناطق العالم -مثل كاليفورنيا واليابان- حيث تتوفر سجلات عديدة للحركات الأرضية، إلا أنه يواجه عقبات في مناطق أخرى كثيرة بسبب نقص عدد هذه السجلات. وفي مثل هذه الحالات، يصبح من الضروري اعتماد حلول وسط من خلال الاستعانة بسجلات حركات أرضية رُصدت في ظل ظروف تختلف عن ظروف الموقع المعني. ونظراً لأن مناقشة هذه المسائل بالتفصيل تخرج عن نطاق هذا الكتاب، فإن العرض هنا يركز على مسألة محددة، وهي كيفية تطوير طيف تصميم يعبر عن مجموعة متاحة من سجلات الحركات الأرضية المرصودة.
The design spectrum should satisfy certain requirements because it is intended for the design of new structures, or the seismic safety evaluation of existing structures, to resist future earthquakes.
For this purpose the response spectrum for a ground motion recorded during a past earthquake is inappropriate. The jaggedness in the response spectrum, as seen in Fig. 6.6.4, is characteristic of that one excitation. The response spectrum for another ground motion recorded at the same site during a different earthquake is also jagged, but the peaks and valleys are not necessarily at the same periods. This is apparent from Fig. 6.9.1, where the response spectra for ground motions recorded at the same site during three past earthquakes are plotted. Similarly, it is not possible to predict the jagged response spectrum in all its detail for a ground motion that may occur in the future. Thus the design spectrum should consist of a set of smooth curves or a series of straight lines with one curve for each level of damping.
The design spectrum should, in a general sense, be representative of ground motions recorded at the site during past earthquakes. If none have been recorded at the site, the design spectrum should be based on ground motions recorded at other sites under similar conditions. The factors that one tries to match in the selection include the magnitude of the earthquake, the distance of the site from the causative fault, the fault mechanism, the geology of the travel path of seismic waves from the source to the site, and the local soil conditions at the site. While this approach is feasible for some parts of the world, such as California and Japan, where numerous ground motion records are available, in many other regions it is hampered by the lack of a sufficient number of such records. In such situations compromises in the approach are necessary by considering ground motion records that were recorded for conditions different from those at the site. Detailed discussion of these issues is beyond the scope of this book. The presentation here is focused on the narrow question of how to develop the design spectrum that is representative of an available ensemble (or set) of recorded ground motions. | 433 |
| 14 | Dynamics of Structures: Theory and Applications to Earthquake Engineering ( Anil K. Chopra ), 5th edition in SI Units. Pearson 2016 | 283 |
| 15 |  Dynamics of Structures: Theory and Applications to Earthquake Engineering ( Anil K. Chopra ), 5th edition in SI Units. Pearson 2016 | 320 |
| 16 |  No text... | 390 |
| 17 |  No text... | 479 |
| 18 |  قيم قوى القص في الجوائز المستمرة ذات الفتحات المتساوية | 472 |
| 19 |  قيم العزوم في الجوائز المستمرة ذات الفتحات المتساوية | 358 |
| 20 | +1 Structural retrofit using external steel plates and sections to strengthen existing RC beams and beam–column joints. The key is proper anchorage and force transfer so the added steel works effectively with the original concrete structure.
Or
A retrofit is effective only when the new strengthening system and the existing structure work together as one structural system.
#StructuralEngineering #Retrofitting #SteelStrengthening #CivilEngineering | 337 |
