شماره ركورد كنفرانس :
3832
عنوان مقاله :
Estimated shear and steel performance
پديدآورندگان :
lack mohammad Ph.D. Civil Engineering Student, Islamic Azad University, Tehran Branch , mousavi fatima Student of Architectural Engineering, Islamic Azad University, Khorasgan Branch , fakhri fatemeh Student of Architectural Engineering, Islamic Azad University, Khorasgan Branch
كليدواژه :
Steel Shear Wall , Poplar , Resistance , Hardness , Reinforcement , Bearing
عنوان كنفرانس :
اولين كنفرانس ملي تحقيقات بنيادين در عمران، معماري و شهرسازي
چكيده فارسي :
In recent decades, it has been able to achieve a lateral load systemA set of parameters, strength, hardness and flexibility lot of research has been done. In recent years, inMany countries have a new system called shear walls systemSteel plate is used. Due to hardening and high strength,High energy absorption, fast assembly and cost-effective and easy operationThis system is further enhanced and reinforced by steel structuresExisting is used. While the steel shear wall systemIt can easily be used in existing steel framesThe system is increasing in concrete frames. In the momentPresent research work on the reinforced RC frame behaviorSteel shear wall due to the complex and complex behavior of the faceAccepts. Researchers are always interested in using concrete and steel togetherAre. In this study, first, a numerical model with laboratory results of accuracyAnd then to the buckling behavior [11]. Shear wallSteel in the RC frame has been dealt. All the reasons for us to make that useLet s discuss it with concrete buildings. BecauseThe system has a low weight, no extra load, and even moreWith its connections, it strengthens the beam and columns around it; andAlso, this system does not need special equipment can be withoutBuilding demolition and demolition of structural members to the rest of the constituent componentsTo be Of course, the design of this system in concrete buildings recentlyIt has been raised and should be discussed in detail.Steel shear walls to capture earthquake and wind forcesIn high buildings in
recent years, attention has been paidIs . To determine the ratioOptimum widths were examined for elevation elevations with fixed area and