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PART 1
01 ¼ ·Ð _13
1.1 ö°ÀÇ ¿ª»ç 14
1.2 °±¸Á¶ÀÇ ÀåÁ¡ 16
1.3 °±¸Á¶ÀÇ ´ÜÁ¡ 18
1.4 ±¸Á¶¿ë °Àç 20
1.5 ÀÀ·Â-º¯Çü·ü °ü°è(Stress-strain Relationships) 24
1.6 ±¸Á¶¼³°èÀÚÀÇ ¿ªÇÒ(Roles of Structural Designer) 34
1.7 °æÁ¦Àû ¼³°è(Economical Design) 35
1.8 ±¸Á¶¹°ÀÇ Æı«(Failure of Structures) 37
02 ÇÏÁß°ú ¼³°è¹ý _39
2.1 ÇÏÁß(Loads) 40
2.2 ¼³°è¹ý(Design Method) 53
03 ¾ÐÃàÀç _67
3.1 ¾ÐÃàÀçÀÇ Á¤ÀÇ 68
3.2 ¾ÐÃàÀçÀÇ ´Ü¸é 68
3.3 ±âµÕ ÀÌ·Ð(Column Theory) 70
3.4 À¯È¿Á±¼±æÀÌ(Effective Length) 85
3.5 ¼³°è±âÁØ½Ä 95
04 ÈÚ Àç _121
4.1 ±¸Á¶¹°ÀÇ ÈÚÀç(Bending Members) 122
4.2 º¸ÀÇ ÈÚÀÀ·Â(Bending Stress) 123
4.3 ÄÞÆÑÆ®, ºñÄÞÆÑÆ®, ¼¼ÀåÆÇ ´Ü¸é 138
4.4 Ⱦ-ºñƲ¸²Á±¼(Lateral-Torsional Buckling) 153
4.5 Àü´Ü°µµ, óÁü, º¸ÀÇ ±¸¸Û 178
4.6 ÈÚÀçÀÇ ¼³°è 191
05 º¸-±âµÕ°ú °ñÁ¶ÀÇ °Åµ¿ _217
5.1 2Â÷È¿°ú(Second-Order Effects) 218
5.2 »ó°ü°ü°è½Ä(Interaction Equations) 221
5.3 °¡»õ°ñÁ¶(Braced Frames) 229
5.4 ¸ð¸àÆ®°ñÁ¶(Moment Frames) 243
5.5 º¸-±âµÕÀÇ ¼³°è 257
06 ÇÕ¼º±¸Á¶ _271
6.1 ¼·Ð 272
6.2 ÇÕ¼ºº¸ÀÇ Àå´ÜÁ¡ 274
6.3 ÁöÁÖ(ò¨ñº)ÀÇ ¼³Ä¡ 275
6.4 ÇÕ¼ºº¸ÀÇ À¯È¿Æø 277
6.5 ÇÕ¼ºº¸ÀÇ °µµ 278
6.6 ¿ÏÀüÇÕ¼ºº¸ 280
6.7 ºÒ¿ÏÀüÇÕ¼ºº¸ 290
6.8 ½Ã¾î½ºÅ͵åÀÇ °µµ¿Í ¼³°è 296
6.9 ÇÕ¼ºº¸ÀÇ Ã³Áü 299
6.10 ÇÕ¼º±âµÕ 306
07 ÀÎÀåÀç _ 317
7.1 ÀϹݻçÇ× 318
7.2 ÀÎÀå°µµ 319
7.3 À¯È¿¼ø´Ü¸éÀû 321
7.4 ºí·ÏÀü´ÜÆı« 324
08 Á¢ÇպΠ¼³°è _331
8.1 ÀϹݻçÇ× 332
8.2 º¼Æ® Á¢ÇÕ(Bolted Connections) 335
8.3 ¿ëÁ¢ Á¢ÇÕ(Welded Connections) 350
8.4 Àü´ÜÁ¢ÇպΠ¼³°è 359
8.5 ¸ð¸àÆ®Á¢ÇպΠ¼³°è 368
PART 2 Á¾ÇÕ¼³°è
Á¾ÇÕ¼³°è °³¿ä _379
S1 Á¾ÇÕ¼³°è Step 1 _391
S1.1 Çؼ®¸ðµ¨ÀÇ ÀϹݻçÇ× 392
S1.2 ÇÑ°è»óż³°è¹ý¿¡ µû¸¥ ºÎÀç ¼³°è 399
S1.3 ¸®ºä 428
S2 Á¾ÇÕ¼³°è Step 2 _431
S2.1 Çؼ®¸ðµ¨ÀÇ ÀϹݻçÇ× 432
S2.2 ±¸Á¶Çؼ® ¹× ÇÑ°è»óż³°è¹ý¿¡ µû¸¥ ºÎÀç ¼³°è 437
S2.3 ¸®ºä 467
S3 Á¾ÇÕ¼³°è Step 3 _471
S3.1 Çؼ®¸ðµ¨ÀÇ ÀϹݻçÇ× 472
S3.2 ÇÑ°è»óż³°è¹ý¿¡ µû¸¥ ºÎÀç ¼³°è ¹× ¾ÈÁ¤¼º °ËÅä 479
S3.3 ¸®ºä 507
¡á ºÎ·Ï Appendix 511
¡á Âü°í¹®Çå Reference 519
¡á ã¾Æº¸±â Index 522 |
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