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181
SENSITIVITY ANALYSIS OF INTERNAL MAT ENVIRONMENT DURING HOT PRESSING.
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182
REGIONAL DEPENDENCE AND LOCATION OF THE WOOD PRODUCTS SECTOR IN THE NORTHEASTERN UNITED STATES UNIQUE ATTRIBUTES OF AN EXPORT BASED INDUSTRY.
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183
EFFECT OF SHEAR DEFLECTION ON BENDING PROPERTIES OF COMPRESSED WOOD.
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184
VARIATION OF BASIC DENSITY AND BRINELL HARDNESS WITHIN MATURE FINNISH BETULA PENDULA AND B. PUBESCENS STEMS.
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185
THE EFFECT OF SOME PROCESS VARIABLES ON THE LAP SHEAR STRENGTH OF ASPEN STRANDS UNIFORMLY COATED WITH PMDI RESIN.
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186
MAQUINADO DE DOS ESPECIES DE ENCINO (QUERCUS AFFINIS Y Q. CRASSIFOLIA) DEL ESTADO DE GUANAJUATO.
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187
THE ANNUAL INCREASE OF NORTHEASTERN REGIONAL TIMBER STUMPAGE PRICES : 1961 TO 2002.
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188
POTENTIAL MERCURY AND HYDROCHLORIC ACID EMISSIONS FROM WOOD FUELS.
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189
ENVIRONMENTAL CONCENTRATIONS OF COPPER, CHROMIUM, AND ARSENIC RELEASED FROM A CHROMATED-COPPER-ARSENATE- (CCA-C-) TREATED WETLAND BOARDWALK.
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190
VISUALIZING WOOD INTERIORS : A QUALITATIVE ASSESSMENT OF WHAT PEOPLE REACT TO AND HOW THEY DESCRIBE IT.
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191
TENSILE AND DIMENSIONAL PROPERTIES OF WOOD STRANDS MADE FROM PLANTATION SOUTHERN PINE LUMBER.
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192
THE VISUAL GRADING SYSTEM FOR SCOTS PINE LOGS IN RELATION TO THE QUALITY OF SIDEBOARDS PRODUCED; SORIN CHIORESCU, ANDERS GRONLUND.
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193
T-BRACE DESIGN FOR MPC WOOD TRUSS WEBS; DEEPAK SHRESTHA, DONALD A. BENDER, FRANK E. WOESTE.
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194
EFFECT OF CUTTING BILL REQUIREMENTS ON LUMBER YIELD IN A RIP FIRST ROUGH MILL.
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195
FIELD TEST OF EDGEWISE RESTRAINT SOUTHERN PINE LUMBER DRYING.
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196
PHYSICAL AND MECHANICAL PROPERTIES OF MIXED COMRIND AND HARDWOOD ORIENTED STRANDBOARD BONDED WITH PHENOL-FORMALDEHYDE RESIN.
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197
NONDESTRUCTIVE EVALUATION OF STRENGTH PERFORMANCE FOR FINGER-JOINTED WOOD USING FLEXURAL VIBRATION TECHNIQUES.
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198
MEASUREMENT AND PREDICTION OF LATERAL TORSIONAL BUCKLING LOADS OF COMPOSITE WOOD MATERIALS : L JOIST SECTIONS.
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199
EFFECTS OF THE LOG'S ROTATIONAL ORIENTATION AND THE DEPTH OF THE OPENING CUT ON THE VALUE OF LUMBER PRODUCED IN SAWING HARDWOOD LOGS.
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200
MOMENT RESISTANCE OF MULTISCREW L-TYPE CORNER JOINTS.
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