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185 0 R 186 0 R 187 0 R 188 0 R 189 0 R 190 0 R 191 0 R 192 0 R 193 0 R 194 0 R 0000000964 00000 n 7 0 obj 145 0 R 146 0 R 318 0 R 319 0 R 320 0 R 321 0 R 322 0 R 323 0 R 324 0 R 325 0 R q/-2pxvs2`Ar4^qk!OV+YKbJGkaE8Yr\E$C,Y^[-nU7/$ @@^bK86||_Pal2@ +N(Q@`cyYx vt0x[mlF()Y5:K-1p9t4o8tMX_F .1w_&/%v!Y"&{. /Resources << /CS /DeviceRGB @;Z+\ q>iOi?.gM:F9{.ew%Yv~@Yj$cT\(Ph@j,&C (C$*_C%c!ZCjooGo@Ar/0rm9C85LSh@?,x}bO?C6 d)GHZ&0nV){m{BC" g@OYiJ /Contents 39 0 R /Creator <4D6963726F736F6674AE204F666669636520576F72642032303037> 0000010269 00000 n /F12 33 0 R 195 0 R 196 0 R 197 0 R 198 0 R 199 0 R 200 0 R 201 0 R 202 0 R 203 0 R 204 0 R /Resources << /F4 21 0 R >> /Type /Group ~OO$!u~|6w>F/nv;hn+!G=~4/ /qm1yhLmGh9?D\&:F{^hvSX>xXL9"y1#NO=fR9 h&]L^KT5V&ISQQ a;+tl@x"K-4MDsZ%C2r{s#os 124 0 R 125 0 R 126 0 R 127 0 R 128 0 R 129 0 R 130 0 R 131 0 R 132 0 R 133 0 R 0000001159 00000 n /Image48 38 0 R %PDF-1.2 % /MediaBox [0 0 595.32 841.92] 144 0 R 145 0 R 146 0 R] %PDF-1.6 ;@"~Na+&/fh%v^ #z*|@ `$1K>c k0[X02 GB 3 0 obj endobj /S /Transparency /F2 19 0 R >> /F14 42 0 R 0000005610 00000 n 0000005930 00000 n >> 94 0 R 95 0 R 96 0 R 97 0 R 98 0 R 99 0 R 100 0 R 101 0 R 102 0 R 103 0 R /Slide /Part /Image45 35 0 R /Type /Metadata 135 0 R 136 0 R 137 0 R 138 0 R 139 0 R 140 0 R 141 0 R 142 0 R 143 0 R 144 0 R 406 0 R 407 0 R 408 0 R 409 0 R 410 0 R 411 0 R 412 0 R 413 0 R 414 0 R 415 0 R /Contents 41 0 R >> ?k4=};F)` 2%XNm25J@d,k~r'>-> 0000008172 00000 n Construction materials [J. M. Illston, P. L. J. Domone], Practical Solutions for Furniture and Structural Bonding, EFFECT OF LOADING RATE ON MECHANICAL PROPERTIES OF MICRO-SIZED OAK WOOD, DEVELOPMENT OF STRENGTH CLASSES FOR TWO SELECTED NIGERIAN TIMBER SPECIES BASED ON BS 5268:2002 AND NCP2:1973, Mechanical Properties of Bamboo Props and Their Utilization as Sustainable Structural Material, Prediction of mechanical properties by means of semi-destructive methods: A review, Vibration testing for the evaluation of the effects of moisture content on the in-plane elastic constants of wood used in musical instruments, Physical and Mechanical Properties of Young-Growth Douglas-Fir and Western Hemlock from Western Washington, Effect of moisture content and temperature on the mechanical properties of wood: an analysis of immediate effects, THE EVALUATION OF SHEAR PROPERTIES OF TIMBER BEAMS USING TORSION TEST METHOD, Bond Strength of Composite CFRP Reinforcing Bars in Timber, Quantification of 4 dark colored mould fungi by real-time PCR, Mechanical characterization of wood: An integrative approach ranging from nanoscale to structure, Development and evaluation of composite insulated beams, Treatability variation of Scots pine heartwood from northern Europe, Timber as a Structural Material 1.1 INTRODUCTION, Variation of Scots pine permeability in Northern Europe, 4 Wood and Wood Products Introduction Classification of Trees Growth of Trees Classification of Timber Structure of Timber Characteristics of Good Timber Seasoning of Timber Defects in Timber Diseases of Timber Decay of Timber, Fire Resistance Potentials of Structural Timbers, Jackson_Dhir (5e 1996)-Civil-Engineering-Materials.pdf, Reliability-Based Investigation on Compressive Strength Characteristics of Structural-Sized Iroko (Meliceae Excelsa) and Mahogany (Khaya Ivorensis) Timber Column Found in Nigeria ARTICLE INFO ABSTRACT, Jack Porteous, Abdy Kermani Structural Timber Design to Eurocode 5 Wiley Blackwell (2008), Building+Materials +3rd+Edition+by S.+K.+Duggal, Low-grade glued laminated timber reinforced with FRP plate, A comparison of the shear strength of structural composite lumber using torsion and shear block tests, Mechanical Properties of Wood-wool Cement Composite Board Manufactured Using Selected Malaysian Fast Grown Timber Species, Flexural Creep Effects On Permanent Wood Foundation Made Of Structural Insulated Foam-Timber Panels (Thesis), Performing different mechanical tests on Douglas- fir wood.pdf Performing different mechanical tests on Douglas-fir wood, Intra-ring compression strength of low density hardwoods, Standard Test Methods of Static Tests of Lumber in Structural Sizes 1, Wood properties and uses of Sitka spruce in Britain, Racking Behaviour of Traditional Quincha Frames of Peruvian Heritage Building Student: Aryan Ashoori, Wood variation in physico-mechanical properties of Dalbergia sissoo Roxb. 456 0 R 457 0 R 458 0 R 459 0 R 460 0 R 461 0 R 462 0 R 463 0 R 464 0 R 465 0 R /F7 24 0 R /F8 25 0 R /Subtype /XML /S /Transparency ]UN) NQna\}P~F*Hu?AM-"o}-u+yc>xN6Yo! 2017-10-21T17:00:27+01:00 /S /Sect /MarkInfo << 376 0 R 377 0 R 378 0 R 379 0 R 380 0 R 381 0 R 382 0 R 383 0 R 384 0 R 385 0 R /Worksheet /Part n"[HQIIcoP_{N! [*W@rA#{ d@8ApL?j-wTB3xs\)l?j&>|dP!NLVPk~ |(7k. 13 0 obj /Type /Page >> 6 0 obj 0000004399 00000 n 0000007209 00000 n endobj /F10 17 0 R /F13 34 0 R /P 4 0 R endstream /Type /Group /F3 20 0 R 2 [89 0 R 90 0 R 91 0 R 92 0 R 149 0 R 150 0 R 151 0 R 152 0 R 153 0 R 154 0 R /Contents [13 0 R 14 0 R 15 0 R] 165 0 R 166 0 R 167 0 R 168 0 R 169 0 R 170 0 R 171 0 R 172 0 R 173 0 R 174 0 R /Type /Pages /F12 27 0 R 73 0 R 74 0 R 75 0 R 76 0 R 77 0 R 78 0 R 79 0 R 80 0 R 81 0 R 81 0 R /F1 16 0 R /RoleMap 12 0 R 306 0 R 307 0 R 308 0 R 309 0 R 310 0 R 311 0 R 312 0 R 313 0 R 314 0 R 315 0 R /Producer <4D6963726F736F6674AE204F666669636520576F72642032303037> /F6 23 0 R endobj /F3 20 0 R << 316 0 R 317 0 R 108 0 R 109 0 R 110 0 R 111 0 R 112 0 R 112 0 R 112 0 R 113 0 R /Parent 3 0 R 366 0 R 367 0 R 368 0 R 369 0 R 370 0 R 371 0 R 372 0 R 373 0 R 374 0 R 375 0 R >> >> 2017-10-21T17:00:27+01:00 >> /Chart /Sect 'PH R%#ZK_gdr$^Lr gDIV]=kti'X?1k]+ xGO;!nMxm+6Mk]q/Mb@UZ\76I?YALYr >?Qz?=*AM7 =ioc[/g rBM29L1:s 10 0 obj >> >> 0000006040 00000 n /Length 9030 /Workbook /Document << /Kids [6 0 R 7 0 R 8 0 R 9 0 R] /Tabs /S /Metadata 2 0 R >> /F8 25 0 R 11 0 obj /ProcSet [/PDF /Text /ImageB /ImageC /ImageI] 84 0 R 85 0 R 86 0 R 87 0 R 88 0 R 89 0 R 90 0 R 91 0 R 92 0 R 93 0 R /MediaBox [0 0 595.32 841.92] /Chartsheet /Part /F1 16 0 R /ProcSet [/PDF /Text /ImageB /ImageC /ImageI] /Header /Sect /InlineShape /Sect /Parent 3 0 R >> Microsoft Office Word 2007 /Length 3181 446 0 R 447 0 R 448 0 R 449 0 R 450 0 R 451 0 R 452 0 R 453 0 R 454 0 R 455 0 R 326 0 R 327 0 R 328 0 R 329 0 R 330 0 R 331 0 R 332 0 R 333 0 R 334 0 R 335 0 R x=?e,C,Uuw wG,M6Hm8,2!tqm_zVJ*'fuUYkw_UnoX)}_qP7NkJFwE=fP4}b7kV,mF6B973CZSGFlT /Lang (en-US) 506 0 R 507 0 R 508 0 R 509 0 R 510 0 R 511 0 R 512 0 R 513 0 R 514 0 R 515 0 R 296 0 R 297 0 R 298 0 R 299 0 R 300 0 R 301 0 R 302 0 R 303 0 R 304 0 R 305 0 R endobj /ParentTree 11 0 R /Type /Group 64 0 R 65 0 R 66 0 R 67 0 R 68 0 R 69 0 R 70 0 R 71 0 R 72 0 R 73 0 R /ProcSet [/PDF /Text /ImageB /ImageC /ImageI] 2017-10-21T16:59:06+01:00 >> 426 0 R 427 0 R 428 0 R 429 0 R 430 0 R 431 0 R 432 0 R 433 0 R 434 0 R 435 0 R << 126 0 R 127 0 R 128 0 R 129 0 R 129 0 R 130 0 R 131 0 R 132 0 R 133 0 R 134 0 R ] uuid:e6755b4c-dc94-43a6-8c3d-3f4a83cfc6bc application/pdf 0000009194 00000 n /F1 16 0 R /F11 18 0 R from local markets of Himachal Pradesh, In situ assessment of structural timber using semi-destructive techniques, Young Researchers' Forum II: Construction Materials EXTENDED ABSTRACTS, Pull-out behaviour of axially loaded Basalt Fibre Reinforced Polymer (BFRP) rods bonded perpendicular to the grain of glulam elements. /Type /Page SVu /S /Transparency >> /Parent 3 0 R /MediaBox [0 0 595.32 841.92] << /Parent 3 0 R /XObject << 286 0 R 287 0 R 288 0 R 289 0 R 290 0 R 291 0 R 292 0 R 293 0 R 294 0 R 295 0 R /Font << 134 0 R 135 0 R 136 0 R 137 0 R 138 0 R 139 0 R 140 0 R 141 0 R 142 0 R 143 0 R /F8 25 0 R /Marked true >> 396 0 R 397 0 R 398 0 R 399 0 R 400 0 R 401 0 R 402 0 R 403 0 R 404 0 R 405 0 R /F3 20 0 R /Image46 36 0 R /K [10 0 R] stream /F8 25 0 R >> 49 0 R] /F15 43 0 R 0000003307 00000 n 1 0 obj trailer << /Size 79 /Info 48 0 R /Encrypt 51 0 R /Root 50 0 R /Prev 212303 /ID[<30b52b6f7f5f0510f2a7bf8f2d6363f6><30b52b6f7f5f0510f2a7bf8f2d6363f6>] >> startxref 0 %%EOF 50 0 obj << /Type /Catalog /Pages 47 0 R >> endobj 51 0 obj << /Filter /Standard /V 1 /R 2 /O (\n^n?SS+,m]Wng1) /U (QyA~NNV0o> endobj 77 0 obj << /S 163 /T 234 /Filter /FlateDecode /Length 78 0 R >> stream You can download the paper by clicking the button above. 0000002111 00000 n Sorry, preview is currently unavailable. >> /F11 18 0 R