|
|
|
|
|
|
|
¸ñÂ÷ |
|
1 Types of Structures and Loads
2 Analysis of Statically Detererminate Structures
3 Analysis of Statically Determinate Trusses
4 Internal Loadings Developed in Structural Members
5 Cables and Arches
6 Influence Lines for Statically Determinate Structures
7 Approximate Analysis of Statically Indeterminate Structures
8 Deflections
9 Deflections using Energy Methods
10 Analysis of Statically Indeterminate Structures by the Force Method
11 Displacement Method of Analysis: Slope-Deflection Equations
12 Displacement Method of Analysis: Moment Distribution
13 Beams and Frames Having Nonprismatic Members
14 Truss Analysis using the Stiffness Method
15 Beam Analysis Using the Stiffness Method
16 Plane Frame Analysis Using the Stiffness Method
17 Structural Modeling and Computer Analysis
Appendix
Fundamental Solutions
Answers to Selected Problems
Index |
|
|
|
ÀúÀÚ
|
|
Hibbeler, Russell
|
|
|
R. C. Hibbeler
|
|
|
|
|
|
|
|
Ãâ°í¾È³» |
|
|
Ãâ°í¶õ ÀÎÅÍÆÄÅ© ¹°·ùâ°í¿¡¼ µµ¼°¡ Æ÷ÀåµÇ¾î ³ª°¡´Â ½ÃÁ¡À» ¸»Çϸç, ½ÇÁ¦ °í°´´Ô²²¼ ¼ö·ÉÇϽô ½Ã°£Àº »óÇ°Áغñ¿Ï·áÇØ Ãâ°íÇÑ ³¯Â¥ + Åùè»ç ¹è¼ÛÀÏÀÔ´Ï´Ù. |
|
ÀÎÅÍÆÄÅ© µµ¼´Â ¸ðµç »óÇ°ÀÇ Àç°í°¡ ÃæÁ·ÇÒ ½Ã¿¡ ÀÏ°ý Ãâ°í¸¦ ÇÕ´Ï´Ù. |
|
ÀϺΠÀç°í¿¡ ´ëÇÑ Ãâ°í°¡ ÇÊ¿äÇÒ ½Ã¿¡´Â ´ã´çÀÚ¿¡°Ô Á÷Á¢ ¿¬¶ôÇϽðųª, °í°´¼¾ÅÍ(°í°´¼¾ÅÍ(1577-2555)·Î ¿¬¶ôÁֽñ⠹ٶø´Ï´Ù. |
|
¹è¼Ûºñ ¾È³» |
|
|
ÀÎÅÍÆÄÅ© µµ¼ ´ë·®±¸¸Å´Â ¹è¼Û·á°¡ ¹«·áÀÔ´Ï´Ù. |
|
´Ü, 1°³ÀÇ »óÇ°À» ´Ù¼öÀÇ ¹è¼ÛÁö·Î ÀÏ°ý ¹ß¼Û½Ã¿¡´Â 1°³ÀÇ ¹è¼ÛÁö´ç 2,000¿øÀÇ ¹è¼Ûºñ°¡ ºÎ°úµË´Ï´Ù. |
¾Ë¾ÆµÎ¼¼¿ä! |
|
|
°í°´´Ô²²¼ ÁÖ¹®ÇϽŠµµ¼¶óµµ µµ¸Å»ó ¹× ÃâÆÇ»ç »çÁ¤¿¡ µû¶ó Ç°Àý/ÀýÆÇ µîÀÇ »çÀ¯·Î Ãë¼ÒµÉ ¼ö ÀÖ½À´Ï´Ù. |
|
Åùè»ç ¹è¼ÛÀÏÀÎ ¼¿ï ¹× ¼öµµ±ÇÀº 1~2ÀÏ, Áö¹æÀº 2~3ÀÏ, µµ¼, »ê°£, ±ººÎ´ë´Â 3ÀÏ ÀÌ»óÀÇ ½Ã°£ÀÌ ¼Ò¿äµË´Ï´Ù.
(´Ü, Åä/ÀÏ¿äÀÏ Á¦¿Ü) |
|
|
|
|
ÀÎÅÍÆÄÅ©µµ¼´Â °í°´´ÔÀÇ ´Ü¼ø º¯½É¿¡ ÀÇÇÑ ±³È¯°ú ¹ÝÇ°¿¡ µå´Â ºñ¿ëÀº °í°´´ÔÀÌ ÁöºÒÄÉ µË´Ï´Ù.
´Ü, »óÇ°À̳ª ¼ºñ½º ÀÚüÀÇ ÇÏÀÚ·Î ÀÎÇÑ ±³È¯ ¹× ¹ÝÇ°Àº ¹«·á·Î ¹ÝÇ° µË´Ï´Ù.
±³È¯/¹ÝÇ°/º¸ÁõÁ¶°Ç ¹× Ç°Áúº¸Áõ ±âÁØÀº ¼ÒºñÀڱ⺻¹ý¿¡ µû¸¥ ¼ÒºñÀÚ ºÐÀï ÇØ°á ±âÁØ¿¡ µû¶ó ÇÇÇظ¦ º¸»ó ¹ÞÀ» ¼ö ÀÖ½À´Ï´Ù.
Á¤È®ÇÑ È¯ºÒ ¹æ¹ý ¹× ȯºÒÀÌ Áö¿¬µÉ °æ¿ì 1:1¹®ÀÇ °Ô½ÃÆÇ ¶Ç´Â °í°´¼¾ÅÍ(1577-2555)·Î ¿¬¶ô Áֽñ⠹ٶø´Ï´Ù.
¼ÒºñÀÚ ÇÇÇغ¸»óÀÇ ºÐÀïó¸® µî¿¡ °üÇÑ »çÇ×Àº ¼ÒºñÀÚºÐÀïÇØ°á±âÁØ(°øÁ¤°Å·¡À§¿øȸ °í½Ã)¿¡ µû¶ó ºñÇØ º¸»ó ¹ÞÀ» ¼ö ÀÖ½À´Ï´Ù.
|
±³È¯ ¹× ¹ÝÇ°ÀÌ °¡´ÉÇÑ °æ¿ì |
|
|
»óÇ°À» °ø±Þ ¹ÞÀ¸½Å ³¯·ÎºÎÅÍ 7ÀÏÀ̳» °¡´ÉÇÕ´Ï´Ù. |
|
°ø±Þ¹ÞÀ¸½Å »óÇ°ÀÇ ³»¿ëÀÌ Ç¥½Ã, ±¤°í ³»¿ë°ú ´Ù¸£°Å³ª ´Ù¸£°Ô ÀÌÇàµÈ °æ¿ì¿¡´Â °ø±Þ¹ÞÀº ³¯·ÎºÎÅÍ 3°³¿ùÀ̳», ±×»ç½ÇÀ» ¾Ë°Ô µÈ ³¯ ¶Ç´Â ¾Ë ¼ö ÀÖ¾ú´ø ³¯·ÎºÎÅÍ 30ÀÏÀ̳» °¡´ÉÇÕ´Ï´Ù. |
|
»óÇ°¿¡ ¾Æ¹«·± ÇÏÀÚ°¡ ¾ø´Â °æ¿ì ¼ÒºñÀÚÀÇ °í°´º¯½É¿¡ ÀÇÇÑ ±³È¯Àº »óÇ°ÀÇ Æ÷Àå»óÅ µîÀÌ ÀüÇô ¼Õ»óµÇÁö ¾ÊÀº °æ¿ì¿¡ ÇÑÇÏ¿© °¡´ÉÇÕ´Ï´Ù.
|
|
|
|
±³È¯ ¹× ¹ÝÇ°ÀÌ ºÒ°¡´ÉÇÑ °æ¿ì |
|
|
|
°í°´´ÔÀÇ Ã¥ÀÓ ÀÖ´Â »çÀ¯·Î »óÇ° µîÀÌ ¸ê½Ç ¶Ç´Â ÈÑ¼ÕµÈ °æ¿ì´Â ºÒ°¡´ÉÇÕ´Ï´Ù. (´Ü, »óÇ°ÀÇ ³»¿ëÀ» È®ÀÎÇϱâ À§ÇÏ¿© Æ÷Àå µîÀ» ÈѼÕÇÑ °æ¿ì´Â Á¦¿Ü) |
|
½Ã°£ÀÌ Áö³²¿¡ µû¶ó ÀçÆǸŰ¡ °ï¶õÇÒ Á¤µµ·Î ¹°Ç°ÀÇ °¡Ä¡°¡ ¶³¾îÁø °æ¿ì´Â ºÒ°¡´ÉÇÕ´Ï´Ù. |
|
Æ÷Àå °³ºÀµÇ¾î »óÇ° °¡Ä¡°¡ ÈÑ¼ÕµÈ °æ¿ì´Â ºÒ°¡´ÉÇÕ´Ï´Ù. |
|
|
´Ù¹è¼ÛÁöÀÇ °æ¿ì ¹ÝÇ° ȯºÒ |
|
|
|
´Ù¹è¼ÛÁöÀÇ °æ¿ì ´Ù¸¥ Áö¿ªÀÇ ¹ÝÇ°À» µ¿½Ã¿¡ ÁøÇàÇÒ ¼ö ¾ø½À´Ï´Ù. |
|
1°³ Áö¿ªÀÇ ¹ÝÇ°ÀÌ ¿Ï·áµÈ ÈÄ ´Ù¸¥ Áö¿ª ¹ÝÇ°À» ÁøÇàÇÒ ¼ö ÀÖÀ¸¹Ç·Î, ÀÌÁ¡ ¾çÇØÇØ Áֽñ⠹ٶø´Ï´Ù. |
|
|
|
|
|
|