{"id":1941,"date":"2012-06-15T09:37:46","date_gmt":"2012-06-15T09:37:46","guid":{"rendered":"http:\/\/pichak.net\/crop\/2012\/06\/15\/%d8%af%d8%a7%d9%86%d9%84%d9%88%d8%af-%d8%a2%db%8c%db%8c%d9%86-%d9%86%d8%a7%d9%85%d9%87-seismic-provisions-for-structural-steel-buildings-ansi-aisc-341-10-%d9%85%d9%87%d9%86%d8%af%d8%b3-%d8%ad\/"},"modified":"2022-01-20T17:00:26","modified_gmt":"2022-01-20T13:30:26","slug":"%d8%af%d8%a7%d9%86%d9%84%d9%88%d8%af-%d8%a2%db%8c%db%8c%d9%86-%d9%86%d8%a7%d9%85%d9%87-seismic-provisions-for-structural-steel-buildings-ansi-aisc-341-10-%d9%85%d9%87%d9%86%d8%af%d8%b3-%d8%ad","status":"publish","type":"post","link":"https:\/\/pichak.net\/crop\/1391\/03\/26\/%d8%af%d8%a7%d9%86%d9%84%d9%88%d8%af-%d8%a2%db%8c%db%8c%d9%86-%d9%86%d8%a7%d9%85%d9%87-seismic-provisions-for-structural-steel-buildings-ansi-aisc-341-10-%d9%85%d9%87%d9%86%d8%af%d8%b3-%d8%ad\/","title":{"rendered":"\u062f\u0627\u0646\u0644\u0648\u062f \u0622\u06cc\u06cc\u0646 \u0646\u0627\u0645\u0647 – Seismic Provisions for Structural Steel Buildings -ANSI-AISC 341-10 (\u0645\u0647\u0646\u062f\u0633 \u062d\u0633\u0646 \u0641\u0631"},"content":{"rendered":"

\u0645\u0646\u0628\u0639 : \u0633\u06cc\u0648\u06cc\u0644 \u0627\u0633\u062a\u0627\u0631\u0632<\/p>\n

\u062f\u0627\u0646\u0644\u0648\u062f \u0622\u06cc\u06cc\u0646 \u0646\u0627\u0645\u0647 – Seismic Provisions for Structural Steel Buildings -ANSI\/AISC 341-10<\/strong><\/p>\n

\n
Seismic Provisions for Structural Steel Buildings (ANSI\/AISC 341-10) <\/p>\n

Author: AISC | Size: 13 MB | Format: PDF | Quality: Unspecified | Publisher: AISC | Year: January 2012<\/p><\/div>\n

<\/p>\n

\n
\n This ANSI-approved specification is a companion to the Specification
\nfor Structural Steel Buildings (ANSI\/AISC 360-10) that extends coverage
\n to the connection detailing and member design requirements for
\nstructural steel and composite systems in high-seismic applications.
\nThe 2010 edition of the AISC Seismic Provisions and Commentary
\nsupersedes and is an update of the 2005 edition. A number of major
\nchanges were made in this edition, and a cross reference list following
\n the table of contents provides a reference to the corresponding
\nsection of the 2005 Seismic Provisions. Both LRFD and ASD methods of
\ndesign are incorporated. Dual-units format provides for both U.S.
\ncustomary and S.I. units<\/div>\n

ANSI-AISC 341-10 + Revision and Errata List (January 10, 2012).rar)<\/code><\/div>\n

\n\u0631\u0645\u0632 : www.civilea.com<\/code><\/div>\n

\u0628\u0631\u0627\u06cc \u062f\u0627\u0646\u0644\u0648\u062f \u0627\u06cc\u0646\u062c\u0627 \u06a9\u0644\u06cc\u06a9 \u06a9\u0646\u06cc\u062f…<\/p>\n

http:\/\/www.4shared.com\/rar\/7bKU8xIT\/ANSI-AISC_341-10__Revision_and.html<\/p>\n<\/div>\n

\n<\/div>\n

\u0628\u0627\u0632\u06af\u0634\u062a \u0628\u0647 \u0635\u0641\u062d\u0647 \u0627\u0635\u0644\u06cc \u0648\u0628\u0644\u0627\u06af \u0645\u0647\u0646\u062f\u0633\u06cc \u0639\u0645\u0631\u0627\u0646 \u0631\u0627\u0647 \u0648 \u0633\u0627\u062e\u062a\u0645\u0627\u0646(\u0645\u0647\u0646\u062f\u0633 \u062d\u0633\u0646 \u0641\u0631\u0627\u0647\u0627\u0646\u06cc)<\/p>\n<\/p>\n<\/p>\n<\/p>\n<\/p>\n<\/p>\n<\/p>\n

\u0645\u0647\u0646\u062f\u0633\u06cc \u0639\u0645\u0631\u0627\u0646 \u0631\u0627\u0647 \u0648 \u0633\u0627\u062e\u062a\u0645\u0627\u0646<\/p>\n","protected":false},"excerpt":{"rendered":"

\u0645\u0646\u0628\u0639 : \u0633\u06cc\u0648\u06cc\u0644 \u0627\u0633\u062a\u0627\u0631\u0632 \u062f\u0627\u0646\u0644\u0648\u062f \u0622\u06cc\u06cc\u0646 \u0646\u0627\u0645\u0647 – Seismic Provisions for Structural Steel Buildings -ANSI\/AISC 341-10 Seismic Provisions for Structural Steel Buildings (ANSI\/AISC 341-10) Author: AISC | Size: 13 MB | Format: PDF | Quality: Unspecified | Publisher: AISC | Year: January 2012 This ANSI-approved specification is a companion to the Specification for Structural Steel … \u0627\u062f\u0627\u0645\u0647 \u062e\u0648\u0627\u0646\u062f\u0646 \u062f\u0627\u0646\u0644\u0648\u062f \u0622\u06cc\u06cc\u0646 \u0646\u0627\u0645\u0647 – Seismic Provisions for Structural Steel Buildings -ANSI-AISC 341-10 (\u0645\u0647\u0646\u062f\u0633 \u062d\u0633\u0646 \u0641\u0631<\/span> ←<\/span><\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[139],"tags":[4181,4180,4179,4176,4175,4178,4177,1017,160,14101,3385,159,2427],"_links":{"self":[{"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/posts\/1941"}],"collection":[{"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/comments?post=1941"}],"version-history":[{"count":5,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/posts\/1941\/revisions"}],"predecessor-version":[{"id":36593,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/posts\/1941\/revisions\/36593"}],"wp:attachment":[{"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/media?parent=1941"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/categories?post=1941"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/tags?post=1941"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}