lateral stiffness of column


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- Supports for curtain walls. 0000005323 00000 n I would like to check on the restraint stiffness of the column too but the tests are over. /MissingWidth 278 /Producer (PDF-XChange 4.0.187.0 \(Windows XP Professional Service Pack 3 \(Build 2600\)\)) /XHeight 447 0 0 0 0 0 0 0 889 0 0 0 0 0 0 0 0 Lateral bracing about the weak axis can increase the strength and stability of a column by reducing the effective length of the column. 0000013161 00000 n /Widths [ 250 0 0 0 0 0 0 0 333 333 0 564 250 333 0000008016 00000 n 0000028900 00000 n

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( Here the two are very important once for columns subjected to gravity and lateral loads.) << 0000004699 00000 n • Examples of such lateral bracing include the following. 0000003919 00000 n 0000006642 00000 n /FirstChar 32 93 71 This study therefore investigated the lateral stiffness of the two-storey planar modular structure taken from CMSBs with the vertical rotary inter-module connections. 11 0 obj 0 0 0 0 0 0 0 0 0 0 0 760]>> 0000005011 00000 n 0000012371 00000 n endobj 0000005089 00000 n

On the other hand, strut-width proposed by Al-Chaar (2002) is sim-pler than that proposed by Durrani and Luo (1994). 0000004465 00000 n
- Window and door headers. /LastChar 169 500 500 500 500 333 389 278 500 500 722 500 500 444 0 0 0 /XHeight 519 0000002460 00000 n /AvgWidth 402 /Type /FontDescriptor /MaxWidth 1052 0000005245 00000 n >> >> /FontName /TimesNewRomanPSMT 0 0 0 0 333 444 444 0 500 0 0 0 0 0 0 0

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8).They observe a sharp increase in the slope of the tip amplitude response (related to contact stiffness) as function of sample temperature. /Ascent 891 /CapHeight 662 722 778 611 778 722 556 667 722 722 1000 0 722 0 0 0 0

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.

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