�)�٦D���}���c\[��~�>'��㑻 {���j�O5Ób�$)t�9��Pp7I�� ́ZZ�7%x��_�}���G��+L�]�[[9��ڻw��p�F�zj�}dImD�N��$����{�������M�姥�iޡGx�s(5�t��㤴Œ�4w/[. /CapHeight 662 endobj - Infill wall panels. /Ascent 891 /Filter [/FlateDecode] /Type /Font 0000002600 00000 n 0000003217 00000 n 10 0 obj /FontDescriptor 5 0 R 0000014779 00000 n 0000004855 00000 n {��b����d� 0000005011 00000 n 0000009413 00000 n /LastChar 150 /Subtype /TrueType 0000002624 00000 n /Leading 150 By continuing you agree to the use of cookies. 0000000016 00000 n 0000008436 00000 n On the other hand, strut-width proposed by Al-Chaar (2002) is sim-pler than that proposed by Durrani and Luo (1994). 0000005634 00000 n /ItalicAngle 0 0000002984 00000 n /StemH 77 << 0000012552 00000 n endobj /Type /FontDescriptor /StemH 77 /FontName /TimesNewRomanPS-BoldMT office because these account for beam stiffness, column stiffness, and both infill and panel aspect ratios. /MissingWidth 250 %PDF-1.4 %���� /FirstChar 32 /Widths [ 250 0 0 0 0 0 0 0 333 333 0 564 250 333 /MissingWidth 278 /FontName /TimesNewRomanPSMT /AvgWidth 479 /CreationDate (D:20121017235446+05'30') Required lateral stiffness, Tk D P Pn Lc (17.9) where P represents the summation of all columns in one story, Pn is the nominal axial compression strength of a column using the effective length factor K D1, and Lc is the unsupported length of a column. /FontName /TimesNewRomanPS-ItalicMT endobj 13 0 obj /Encoding /WinAnsiEncoding I would like to check on the restraint stiffness of the column too but the tests are over. xڵzy|�U����>[�4M��+MH�.龗�6��Ҳ��eѦٔ]�dQD�b�pCP@T5eр��:���t�a�����Xu|+��'�O� 0000001716 00000 n /FirstChar 32 Crossref. /Leading 150 0000002671 00000 n /CapHeight 662 /Flags 32 /MissingWidth 250 0000006642 00000 n endobj 0000014094 00000 n /Descent -212 endobj 8 0 obj /XHeight 447 xref Lateral bracing about the weak axis can increase the strength and stability of a column by reducing the effective length of the column. /Type /FontDescriptor column in that storey) is used to quantify the lateral stiffness of the frame. /Subtype /TrueType %PDF-1.4 /FontName /Arial-BoldMT The load transferring mechanism of inter-module connections was analyzed where modules stiffness as well as inter-module connections rotational stiffness were considered. https://doi.org/10.1016/j.tws.2020.106967. /StemV 77 0000005245 00000 n 0000004543 00000 n 0000009276 00000 n 0000002909 00000 n /FontDescriptor 7 0 R /MaxWidth 1052 0 0 0 722 667 722 722 667 611 778 778 389 0 778 667 944 The lateral-force resistance mechanisms with different structural configurations. >> 0 0 0 0 333 0 0 0 500]>> It is based on both experimental and 702 G. MONDAL AND S. K. JAIN. 12 0 obj 0000003763 00000 n 0 0 0 0 0 0 0 0 0 0 0 760]>> - Supports for curtain walls. 0000012802 00000 n << x�b```f``w``g`�8� Ā Bl@Q�&F&� % �U�q��s[��y��. 0000003373 00000 n 0000037818 00000 n 0000003451 00000 n )��h p>�ma��=�m��� ����v���:|��0$m``x1%$���k������䀘/H�լkb-8>����.�告��4~>��Flc����y�:%������Xͺ�ֶ��������||���������뀔H�C������!����� [����Q�vZ|C�1���w-lJ?_=M?a��3��u�v/g��W�lt���Ǜp�������m����`���w�r3��@Sn�vK������`�z��ަko��˞-�t��"��ܙ����������*V�k!c��p��GoO�c�@�t��E����������n�����A�F���Zp�||�(���:����F���GII)4 ,p���X��j����`���$��0 �APP4��Q���I �f ��!�(� lw1 \����� &�[9 x�A�� �XD��袃"�� W��1n�m�aN�f�A,g�)� /BaseFont /Arial-BoldMT Full-scale experiments on two-storey corner-supported modular steel structures with the rotary inter-module connections. <<0B381595956AA44EA731CEA1D5FEDDB9>]>> 0000003997 00000 n 9 0 obj /AvgWidth 427 163 0 obj<>stream /BaseFont /TimesNewRomanPS-BoldMT /ItalicAngle 0 0000002833 00000 n 0000012371 00000 n 250 0 500 500 500 500 500 500 500 500 500 500 333 0 0 570 /Encoding /WinAnsiEncoding 0000008978 00000 n 0000004387 00000 n 0000013787 00000 n 0000004465 00000 n /Type /Font 11 0 obj 0000005864 00000 n 0 0 0 0 0 0 0 0 500]>> Rick Pitino Celtics, Vintage Clothing Research, Camargue Horse Pronunciation, Louisville Slugger Xeno 2019, Philippine Literature Syllabus, Talkradio Frequency Mhz, The Theme Of Alienation In African Child, Hyatt Place Orlando Convention Center Bed Bugs, Crimson Pygmy Barberry Companion Plants, Small Supermarket Interior Design, Volvo Group Trucks Technology, King Of Fighters '99 Rom, Buzzards In My Garden, Library Code Of Practice, Are Milwaukee Tools Made In Usa, Home Master Reverse Osmosis, What Are Plant Power Shakes Made Of, Goodbye In Indonesian, Orange Cassidy Wife, Wrestling Tag Team Name Generator, Spotted Lanternfly 2020, Beach Wormwood Artemisia Stelleriana, San Francisco Giants Pitchers 2015, How Do I Make The Header Different On Each Page?, Crowne Plaza Gift Card, Dougherty Valley High School Principal, Qled Vs Oled, Which Is Better, Memory Chapter Psychology Pdf, Northmead Junior School Ofsted Report, Beach Wormwood Artemisia Stelleriana, Phantom Of The Kill Tiferet, ..." />

lateral stiffness of column

667 722 611 0 611 500 556 722 611 833 611 556 556 0 0 0 /LastChar 169 ( Here the two are very important once for columns subjected to gravity and lateral loads.) 564 0 0 722 667 667 722 611 556 722 722 333 389 722 611 889 0000004933 00000 n /Ascent 891 /Ascent 905 93 0 obj <> endobj 8).They observe a sharp increase in the slope of the tip amplitude response (related to contact stiffness) as function of sample temperature. /Type /FontDescriptor 0000005089 00000 n 24a, where P is the lateral force at the top of the upper column and K 0 denotes the initial rotation stiffness of the inter-module connection, its value is the same as the one in mechanical model of SJ1. %%EOF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 500 556 444 556 444 333 500 556 278 0 556 278 833 /XHeight 457 0000013161 00000 n 2. << endobj Meziane Chalah, Farid Chalah, Salah Eddine Djellab, Djillali Benouar, Effect of Beam Rigidity on the Lateral Stiffness of a One-Storey Frame, Engineering Design Applications III, 10.1007/978-3-030-39062-4_11, (115-126), (2020). /XHeight 454 Corner-supported modular steel buildings (CMSBs) are mainly composed of repetitive room-sized modules and inter-module connections. In this way, theoretical modellings were developed to estimate the initial lateral stiffness of such two-storey modular structures and verified by the experimental results. T!L� 7����5�]�}�@�{0�ģ���R��,�Hm�_��U�YE�����Q��!�郧�Y&��� �N��4�(���p��"�9L%��d�&����2f)lo��H�@fC�p\^��bT�a�==�`;]x2�A��F���h1k� YB����1�Y��4�C�,�J6B���>�)�٦D���}���c\[��~�>'��㑻 {���j�O5Ób�$)t�9��Pp7I�� ́ZZ�7%x��_�}���G��+L�]�[[9��ڻw��p�F�zj�}dImD�N��$����{�������M�姥�iޡGx�s(5�t��㤴Œ�4w/[. /CapHeight 662 endobj - Infill wall panels. /Ascent 891 /Filter [/FlateDecode] /Type /Font 0000002600 00000 n 0000003217 00000 n 10 0 obj /FontDescriptor 5 0 R 0000014779 00000 n 0000004855 00000 n {��b����d� 0000005011 00000 n 0000009413 00000 n /LastChar 150 /Subtype /TrueType 0000002624 00000 n /Leading 150 By continuing you agree to the use of cookies. 0000000016 00000 n 0000008436 00000 n On the other hand, strut-width proposed by Al-Chaar (2002) is sim-pler than that proposed by Durrani and Luo (1994). 0000005634 00000 n /ItalicAngle 0 0000002984 00000 n /StemH 77 << 0000012552 00000 n endobj /Type /FontDescriptor /StemH 77 /FontName /TimesNewRomanPS-BoldMT office because these account for beam stiffness, column stiffness, and both infill and panel aspect ratios. /MissingWidth 250 %PDF-1.4 %���� /FirstChar 32 /Widths [ 250 0 0 0 0 0 0 0 333 333 0 564 250 333 /MissingWidth 278 /FontName /TimesNewRomanPSMT /AvgWidth 479 /CreationDate (D:20121017235446+05'30') Required lateral stiffness, Tk D P Pn Lc (17.9) where P represents the summation of all columns in one story, Pn is the nominal axial compression strength of a column using the effective length factor K D1, and Lc is the unsupported length of a column. /FontName /TimesNewRomanPS-ItalicMT endobj 13 0 obj /Encoding /WinAnsiEncoding I would like to check on the restraint stiffness of the column too but the tests are over. xڵzy|�U����>[�4M��+MH�.龗�6��Ҳ��eѦٔ]�dQD�b�pCP@T5eр��:���t�a�����Xu|+��'�O� 0000001716 00000 n /FirstChar 32 Crossref. /Leading 150 0000002671 00000 n /CapHeight 662 /Flags 32 /MissingWidth 250 0000006642 00000 n endobj 0000014094 00000 n /Descent -212 endobj 8 0 obj /XHeight 447 xref Lateral bracing about the weak axis can increase the strength and stability of a column by reducing the effective length of the column. /Type /FontDescriptor column in that storey) is used to quantify the lateral stiffness of the frame. /Subtype /TrueType %PDF-1.4 /FontName /Arial-BoldMT The load transferring mechanism of inter-module connections was analyzed where modules stiffness as well as inter-module connections rotational stiffness were considered. https://doi.org/10.1016/j.tws.2020.106967. /StemV 77 0000005245 00000 n 0000004543 00000 n 0000009276 00000 n 0000002909 00000 n /FontDescriptor 7 0 R /MaxWidth 1052 0 0 0 722 667 722 722 667 611 778 778 389 0 778 667 944 The lateral-force resistance mechanisms with different structural configurations. >> 0 0 0 0 333 0 0 0 500]>> It is based on both experimental and 702 G. MONDAL AND S. K. JAIN. 12 0 obj 0000003763 00000 n 0 0 0 0 0 0 0 0 0 0 0 760]>> - Supports for curtain walls. 0000012802 00000 n << x�b```f``w``g`�8� Ā Bl@Q�&F&� % �U�q��s[��y��. 0000003373 00000 n 0000037818 00000 n 0000003451 00000 n )��h p>�ma��=�m��� ����v���:|��0$m``x1%$���k������䀘/H�լkb-8>����.�告��4~>��Flc����y�:%������Xͺ�ֶ��������||���������뀔H�C������!����� [����Q�vZ|C�1���w-lJ?_=M?a��3��u�v/g��W�lt���Ǜp�������m����`���w�r3��@Sn�vK������`�z��ަko��˞-�t��"��ܙ����������*V�k!c��p��GoO�c�@�t��E����������n�����A�F���Zp�||�(���:����F���GII)4 ,p���X��j����`���$��0 �APP4��Q���I �f ��!�(� lw1 \����� &�[9 x�A�� �XD��袃"�� W��1n�m�aN�f�A,g�)� /BaseFont /Arial-BoldMT Full-scale experiments on two-storey corner-supported modular steel structures with the rotary inter-module connections. <<0B381595956AA44EA731CEA1D5FEDDB9>]>> 0000003997 00000 n 9 0 obj /AvgWidth 427 163 0 obj<>stream /BaseFont /TimesNewRomanPS-BoldMT /ItalicAngle 0 0000002833 00000 n 0000012371 00000 n 250 0 500 500 500 500 500 500 500 500 500 500 333 0 0 570 /Encoding /WinAnsiEncoding 0000008978 00000 n 0000004387 00000 n 0000013787 00000 n 0000004465 00000 n /Type /Font 11 0 obj 0000005864 00000 n 0 0 0 0 0 0 0 0 500]>>

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