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On the behavior of low-rise, irregular, dual structure

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On the behavior of low-rise, irregular, dual structure


On the behavior of low-rise, irregular, dual structure مقاله با عنوان: On the behavior of low-rise, irregular, dual structure
نویسندگان: Siamak Khazaei
محل انتشار: هشتمین کنگره ملی مهندسی عمران - دانشگاه صنعتی نوشیروانی بابل - 17 و 18 اردیبهشت 93
محور: دینامیک سازه
فرمت فایل: PDF و شامل 8 صفحه به انگلیسی می باشد.

چکیده:
The Response modification factor R represents a number of structure behaviors including ductility, overstrength and the inherent redundancy. Thus, this factor is to be defined according to the type of lateral force resisting system. However, there are some complexities and/or uncertainties with regard to the codes related to the R factor in terms of height, form of irregularities and structural systems. In the present study, assuming a low-rise, vertically irregular structure with a heliport and a dual structural system, and applying a complete design, including a nonlinear finite element approach, pushover analysis, and implementation of different codes, an extensive investigation of the R factor has been conducted for different orientation of concrete core and/or irregularities in structure. It is expected that with the help of to this wide-ranging study, we can come up with an appropriate and reasonable understanding of the R factor in these types of structures.

** توجه: خواهشمندیم در صورت هرگونه مشکل در روند خرید و دریافت فایل از طریق بخش پشتیبانی در سایت مشکل خود را گزارش دهید. **

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مقاله ISI با عنوان: Behavior and mechanisms of steel plate shear walls with coupling

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مقاله ISI با عنوان: Behavior and mechanisms of steel plate shear walls with coupling


مقاله ISI با عنوان: Behavior and mechanisms of steel plate shear walls with coupling مقاله ISI با عنوان: Behavior and mechanisms of steel plate shear walls with coupling
ژورنال: Journal of Constructional Steel Research
محتوای مقاله: سیستم دیوارهای برشی فولادی
پژوهشگران: Daniel J. Borello, Larry A. Fahnestock
سال 2012
فرمت فایل: PDF و شامل 9 صفحه

چکیده:
The Steel Plate Shear Wall with Coupling (SPSW-WC) system consists of a pair of planar SPSWs linked together with coupling beams at the floor levels. The degree of coupling, which represents the level of interaction between the two piers, and the plastic strength for a SPSW-WC are important parameters in understanding behavior and developing designs for the system. This paper examines these two parameters using plastic analysis and numerical simulations of single story and multi-story SPSW-WC configurations. The focus is on desirable uniform-yielding mechanisms, but soft-story mechanisms are also briefly discussed, and analytical closed-form expressions are developed for ultimate strength and degree of coupling. Thirtytwo SPSW-WC structures are designed with emphasis on varying the following parameters: height of the structure (number of stories), coupled length and coupling beam properties. These structures are studied with numerical models using monotonic nonlinear static analysis. Good agreement is observed between the numerical simulations and the analytical predictions for the ultimate strength and degree of coupling. The degree of coupling is shown to have a significant impact on structural weight, particularly for the taller structures studied, and the optimal degree of coupling to maximize material efficiency is found to be in the range of 0.4 to 0.6.

لینک مقاله در سایت www.sciencedirect.com :
http://www.sciencedirect.com/science/article/pii/S0143974X11003324


** نحوه سفارش مقالات ISI: پس از پیدا کردن مقالات درخواستی خود از سایت www.sciencedirect.com لینک مقالات مورد نظر خود را به ایمیل civil.sellfile.ir@gmail.com ارسال کرده پس از قرار گرفتن مقالات در سایت می توانید به صورت آنلاین اقدام به خرید و دریافت مقاله نمایید. **

** توجه: خواهشمندیم در صورت هرگونه مشکل در روند خرید و دریافت فایل از طریق بخش پشتیبانی در سایت مشکل خود را گزارش دهید. **

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مقاله لاتین Relationship of organizational citizenship behavior with emotional intelligence

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مقاله لاتین Relationship of organizational citizenship behavior with emotional intelligence


مقاله لاتین Relationship of organizational citizenship behavior with emotional intelligence

World Conference on Educational Sciences 2009 Relationship of organizational citizenship behavior with emotional intelligence

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