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34 результатов для "book"

CSFM Book – Compatible stress field design of structural concrete

The most important verification and validation examples were published in the book Compatible stress field design of structural concrete. Price: 60 EUR + VAT Student: 18 EUR + VAT ( contact us for a 70% discount voucher) Content of the book Here you can see the Table of contents demonstrating

CBFEM book – Component-based finite element design of steel connections

The most important verification and validation examples were published in the book Component-based finite element design of steel connections. Listen to the author speaking about the book: Citation WALD, Frantisek, et al. Below you can find several chapters from the CBFEM book - verification examples of structural steel joints and connections.

How do I know that IDEA StatiCa Connection is safe?

And published it in various articles, benchmark studies, and most importantly, verification book . CBFEM book - Component-based finite element design of steel connections Find out more about the safety and verifications of the CBFEM method .

Can you trust the CBFEM?

There has been extensive research done in this field, which is available partly on the IDEA StatiCa webpage or CBFEM webpage or in the book Component-based

The state of IDEA StatiCa for 2021

Books Currently, 2 verification books are available for verification of calculation methods used in IDEA StatiCa. Read more about the book or buy it online . In summer 2020, a brand-new concrete verification book was introduced. The CSFM book is available online as well.

Can you trust the CSFM?

There has been extensive research done in this field, which is available on the IDEA StatiCa webpage and in the book Compatible Stress Field Design of

Why IDEA StatiCa Connection?

Professor Wald and his team are also publishing a book devoted to structural steel connections design using the CBFEM method . CBFEM book - Component-based finite element design of steel connections

Why IDEA StatiCa Detail?

Professor Kaufmann and his team are also publishing a book devoted to structural concrete design using the CSFM method.

Splices in shear in slip-resistant connection

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Reinforced concrete ledge beams via CSFM

There has been extensive research done in this field, which is available on the IDEA StatiCa webpage and in the book Compatible Stress Field Design of

Bolted connection - Splices in shear

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Bending stiffness of welded joint of open sections

This verification example contains chapter 10.1 of the book Benchmark cases for advanced design of structural steel connections written by prof.

Fillet weld in angle plate joint

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

End plate minor axis connection

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Bending stiffness of bolted joint of open sections

A sample chapter from book Benchmark cases for advanced design of structural steel connections 10.2.1 Description The prediction of rotational stiffness

Fillet weld in lap joint

This article is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Column web stiffener

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Column base – Open section column in bending to strong axis

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Fillet weld in fin plate joint

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Column web panel in shear

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Column base – Open section column in compression

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Bolted portal frame eaves moment connection

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Plate to circular hollow section

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Column base – Hollow section column

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Bolted connection - T-stub in tension

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Welded portal frame eaves moment connection

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Rectangular hollow sections

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Prequalified joints for seismic applications

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Circular hollow sections

This is a selected chapter from book Component-based finite element design of steel connections by prof. Wald et al.

Theoretical background for IDEA StatiCa Detail

sid=ALEPH:EBI01amp;genre=bookamp;isbn=9783433029916. Marti, P., M.Alvarez, W. Kaufmann, and V. Sigrist. 1998.

Не совсем то, что вы искали, но тоже может быть полезным

Connection Wednesdays – Residence in Ruzomberok (Slovakia)

dealing with a complex project topology, difficult steel connections, unconventional structural stability situation, or something else not covered by books

Connection Wednesdays – Focus on buckling

dealing with a complex project topology, difficult steel connections, unconventional structural stability situation, or something else not covered by books

Steel BIM - Structural steel design using Tekla Structures, ConSteel and IDEA StatiCa

dealing with a complex project topology, difficult steel connections, unconventional structural stability situation or something else not covered by the books

Code check for any steel connection at the BIM table

How often have you faced a situation where you were dealing with a difficult steel connection, that was not covered by the books?