اثر اندرکنش دیوار و قاب در سیستم های دیوار برشی فولادی کنگره ای

نوع مقاله : علمی - پژوهشی

نویسندگان

1 فارغ التحصیل کارشناسی ارشد، دانشگاه یاسوج، یاسوج، ایران

2 استادیار، دانشگاه یاسوج، یاسوج، ایران

چکیده

سیستم دیوار برشی فولادی با ورق کنگره ای یک سیستم باربر جانبی می باشد که محققان در سال های اخیر تحقیقاتی را درباره ی آن انجام داده اند. در این مطالعه، رفتار این سیستم تحت بارگذاری پوش آور بررسی شد. برای این منظور 20 نمونه دیوار برشی فولادی با ورق کنگره ای، با نسبت دهانه به ارتفاع های 5/2، 2، 4/1، 85/0 و با تعداد طبقات 10، 6، 4، 2، 1 طراحی و سپس با نرم افزار اجزاء محدود آباکوس تحلیل‌ شد. نتایج این مطالعه نشان می دهد که سختی اولیه این نوع از دیوار برشی ها بالا می باشد و مقاومت آن ها در دریفت حدود 1/0 درصد به بیشترین مقدار خود می رسد؛ اما پس از کمانش اندرکنشی در ورق، افت قابل‌توجهی در سختی و مقاومت دیوار برشی دیده می شود. همچنین نتایج این مطالعه نشان می دهد که تا قبل از کمانش ورق، درصد بیشتری از نیروی برشی، توسط ورق تحمل می‌شود؛ اما پس از کمانش ورق، قاب درصد بیشتری از برش را تحمل می کند. در این مطالعه، نحوه ی ایجاد میدان کششی در این نوع از سیستم ها بررسی شد و رابطه ای برای تعیین زاویه ی میدان کششی ارائه‌ گردید. طبق این رابطه، زاویه ی میدان کششی فقط به پارامتر نسبت دهانه به ارتفاع دیوار وابسته است. در انتها، در این مطالعه روشی برای تخمین نمودار پوش آور سیستم دیوار برشی با ورق کنگره ای یک طبقه و چند طبقه ارائه شده است. این روش بر اساس اندرکنش بین قاب و ورق کنگره ای بدست آمد و با نتایج نمونه های آزمایشگاهی و عددی مورد تائید قرار گرفت.

کلیدواژه‌ها

عنوان مقاله [English]

The Wall–Frame Interaction Effect in Corrugated Steel Shear Walls Systems

نویسندگان [English]

  • Ehsan Vaziri 1
  • Mohammad Gholami 2
1 Master Graduate, Yasouj University, Yasouj, Iran
2 Assistant Professor, Yasouj University, Yasouj, Iran
چکیده [English]

Steel shear wall with corrugated plate is a lateral load resistant system. In recent years, researchers have made investigations in this Field. In this study, the behavior of this system under pushover loading has been evaluated. For this purpose, 20 samples of steel shear wall system with corrugated plate with bay to height ratio of 0.85,1.4,2,2.5 And in 1,2,4,6,10 Stories has been designed. Then these samples with finite element software (Abaqus) were analyzed. Results of this study show that the initial stiffness of this type of shear walls is high And it's resistance in drift about 0.1 percent reaches to the highest amount. But when the plate is subjected to interaction buckling it's stiffness and resistance has been decreased significantly. Also, Results of this study shows that before the plate reaches to buckling limit; a greater percentage of shear force is resisted by plate but after plate's buckling frame has more contribution in resisting shear force. In this study mechanism of creation of tension Field in this type of systems has been evaluated and relation for determination of tension Field's angle was proposed. In the end, in this study, a method for estimating pushover diagram of shear wall system with corrugated plate for one and several story structures has been presented. This solution was founded on the interaction between frame and corrugated Plate and by results of experimental and numerical samples was verified.

کلیدواژه‌ها [English]

  • Corrugated plate pushover diagram
  • High structures
  • Interaction between frame and Corrugated plate
  • Tension Field

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سابقه مقاله

  • تاریخ دریافت: 29 فروردین 1398
  • تاریخ بازنگری: 11 مرداد 1398
  • تاریخ پذیرش: 27 شهریور 1398

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