0000002984 00000 n /MissingWidth 278 0000008436 00000 n /CapHeight 662 /FontBBox [-498 -307 1120 1023] 0000002460 00000 n 3 0 obj Corner-supported modular steel buildings (CMSBs) are mainly composed of repetitive room-sized modules and inter-module connections. 0000003841 00000 n �:G�d*���*����A���jQ�VX�a���#����Zi �V�AȐVp!S�:� n�m(Ń���/H �G�$_�H���'ȭrkĉ�����理l��4X7�Ȼ�n#EZ�0|RF�H5C&�;ȭ�1r���_��ȢX�`�l ��}�����}��� �K���P�u(�d� K`9� k�zo��z��|�� ���S���%�DDu$C�*�!c�r5�K���ȳ�O^"���ZB�h%O'ѹt ]A{������o�rk`��:v���~����@+x�����=�O����0 �"�vy�W|$�GmVg���`Wp[����0�� (��j7\����R��M(��q��?��V�2��Ux�C�>�O��a:�i%YC֓��AĹ��p���R�(�T�A��+����G���Iz5dj"��f�l���b+�v? Two lateral-force resistance mechanisms with different structural configurations were clarified including the framed moment resisting mechanism and the membrane tension action mechanism.
/Leading 150 /XHeight 519 On the other hand, strut-width proposed by Al-Chaar (2002) is sim-pler than that proposed by Durrani and Luo (1994). /Flags 32 /Widths [ 250 0 0 0 0 0 0 0 333 333 0 0 0 333 column in that storey) is used to quantify the lateral stiffness of the frame. Furthermore, the bending moment transferred by inter-module connections was obtained from the theoretical derivation and used to demonstrate the above load transferring of inter-module connections. 0 0 0 0 333 444 444 0 500 0 0 0 0 0 0 0 0 0 0 444 500 444 500 444 333 500 500 278 278 500 278 778 /FontDescriptor 9 0 R /FontName /TimesNewRomanPSMT
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0000003373 00000 n - Window and door headers. 0000005323 00000 n
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/XHeight 447 0000004309 00000 n /Ascent 891 0000005711 00000 n /FontName /Arial-BoldMT << 0000002833 00000 n Three full-scale monotonic experiments representing container-type modules, framed modules and their combination, were carried out to evaluate their lateral performance. 0000003217 00000 n
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0000005401 00000 n >> ( Here the two are very important once for columns subjected to gravity and lateral loads.) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000003919 00000 n 722 778 611 778 722 556 667 722 722 1000 0 722 0 0 0 0 0000037499 00000 n This study therefore investigated the lateral stiffness of the two-storey planar modular structure taken from CMSBs with the vertical rotary inter-module connections. It is based on both experimental and 702 G. MONDAL AND S. K. JAIN. endobj
/Descent -212 8).They observe a sharp increase in the slope of the tip amplitude response (related to contact stiffness) as function of sample temperature. /Subtype /TrueType << << /Descent -216 0000034269 00000 n - Supports for curtain walls. 250 0 500 500 500 500 500 500 500 500 500 500 333 0 0 570 0000023912 00000 n 0 0 0 611 611 667 722 611 611 722 722 333 0 667 556 833 1(c). • Examples of such lateral bracing include the following. /Type /Font
93 71 ^FՅ^\�Mld��p^(d����qc�S�������)S. 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. 0000028900 00000 n /Encoding /WinAnsiEncoding
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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). 0000015532 00000 n
The design recommendations of the inter-module connections. >> 0000013787 00000 n Full-scale experiments on two-storey corner-supported modular steel structures with the rotary inter-module connections.
The load transferring mechanism of inter-module connections. Copyright © 2020 Elsevier B.V. or its licensors or contributors. Theoretical modellings to estimate the initial lateral stiffness of such two-storey modular structures.