diff --git a/README.md b/README.md
index 66ed652..6701730 100644
--- a/README.md
+++ b/README.md
@@ -1,3 +1,22 @@
-# juliafem.github.io
+# juliafem.github.io / www.juliafem.org
-Web pages for organization.
+Web pages for organization. The actual page is juliafem.github.io and www.juliafem.org is pointing
+to same site.
+
+## Adding content
+
+**for contributors**: If you have all [Jekyll](https://jekyllrb.com/) related stuff installed on
+local machine (computer you are using to develop), you can do `bundle exec jekyll serve` and check
+using your web browser from url address `localhost:4000`, (i.e. write to address bar `http://localhost:4000`)
+that content is OK. **If that is the case**, you can then push directly to the
+master. **Otherwise**, create branch to repository [juliafem.github.io](https://github.com/JuliaFEM/juliafem.github.io),
+do changes, make pull request and ask someone to review changes locally before merging.
+
+**for others**: Fork, do local changes, do pull request. If you want to be extra helpful and have
+installed Jekyll things on local machine, you can add screenshot of page to PR to make it easier
+for reviewers.
+
+Examples can be written using Jupyter Notebooks or Markdown. See
+`examples/2017-08-06-instructions-how-to-write-examples` how to write using Jupyter and
+`performance/2017-08-13-eigenvalue-analysis-of-eiffel-tower-using-juliafem-0.3.2.md` how to write
+using Markdown syntax.
diff --git a/assets/2017-08-13-eigenvalue-analysis-of-eiffel-tower-using-juliafem-0.3.2/eiffel.mp4 b/assets/2017-08-13-eigenvalue-analysis-of-eiffel-tower-using-juliafem-0.3.2/eiffel.mp4
new file mode 100644
index 0000000..bca9fdd
Binary files /dev/null and b/assets/2017-08-13-eigenvalue-analysis-of-eiffel-tower-using-juliafem-0.3.2/eiffel.mp4 differ
diff --git a/examples/2017-08-16-natural-frequency-calculation.md b/examples/2017-08-16-natural-frequency-calculation.md
new file mode 100644
index 0000000..fe0d48e
--- /dev/null
+++ b/examples/2017-08-16-natural-frequency-calculation.md
@@ -0,0 +1,138 @@
+---
+title: Natural Frequency Calculation Example
+
+author: Marja Rapo
+---
+
+### The model
+
+The example model is a bracket that is attached to two adapter plates via tie contacts. The adapter plates are constrained from one of their side as fixed.
+
+
+
+The Bracket is modeled as cast iron while the Adapter plates are modeled as steel.
+
+The material parameters are listed in the following table.
+
+| Part | Material | E [MPa] | μ | ρ [kg/m3] |
+| -------------- |:---------:| -------:|------:|---------------------:|
+| Adapter plates | Steel | 208000 | 0.30 | 7800 |
+| LDU Bracket | Cast Iron | 165000 | 0.275 | 7100 |
+
+### The code
+
+First all the packages needed in the calculation are included by typing `using package_name `.
+
+```julia
+using JuliaFEM
+using JuliaFEM.Preprocess
+using JuliaFEM.Postprocess
+using JuliaFEM.Abaqus: create_surface_elements
+```
+
+The mesh needs to be read from ABAQUS input file to JuliaFEM. The function `abaqus_read_mesh(ABAQUS_input_file_name::String)` will do the trick.
+
+```julia
+# read mesh
+mesh = abaqus_read_mesh("LDU_ld_r2.inp")
+```
+
+`Problem(problem_type, problem_name::String, problem_dimension)` function will construct a new field problem where `problem_type` is the type of the problem (Elasticity, Dirichlet, Mortar etc.), `problem_name::String` is the name of the problem and `problem_dimension` is the number of DOF:s in one node (1 in a heat problem, 2 in a 2D problem, 3 in an elastic 3D problem, 6 in a 3D beam problem, etc.).
+
+`create_elements(mesh, Element_set_name::String)` function will collect the element sets from the ABAQUS input file. In this example the element sets are named as `bracket_elements` and `adapterplate_elements`.
+
+`update!(element_set_name, parameter::String, value)` will update the material parameters for the model. In this example there are two different materials for the two different element sets.
+
+The element sets are then added into the element list of the Problem: `add_elements!(bracket, bracket_elements)`, `add_elements!(bracket, adapterplate_elements)`
+
+```julia
+# create a field problem with two different materials
+bracket = Problem(Elasticity, "LDU_Bracket", 3)
+bracket_elements = create_elements(mesh, "LDUBracket")
+adapterplate_elements = create_elements(mesh, "Adapterplate1", "Adapterplate2")
+update!(bracket_elements, "youngs modulus", 208.0E3)
+update!(bracket_elements, "poissons ratio", 0.30)
+update!(bracket_elements, "density", 7.80E-9)
+update!(adapterplate_elements, "youngs modulus", 165.0E3)
+update!(adapterplate_elements, "poissons ratio", 0.275)
+update!(adapterplate_elements, "density", 7.10E-9)
+add_elements!(bracket, bracket_elements)
+add_elements!(bracket, adapterplate_elements)
+```
+
+Boundary conditions can be created from node sets. `Problem(problem_type, problem_name::String, problem_dimension, parent_field_name::String)` function is used again to perform this. In this method the problem type is Dirichlet and `parent_field_name` is the type of the Dirichlet variable ("temperature", "displacement", etc.).
+
+Then the fixed nodal elements are collected from the input file with the function `create_nodal_elements(mesh::Mesh, node_set_name::String)`.
+
+The displacements are then updated with `update!(node_set_name::String, parent_field_name direction::String, value)` where `direction` is the direction of the displacement and `value` is the value of the nodal displacement which of course is 0.0 since our elements are fixed.
+
+```julia
+# create a boundary condition from a node set
+fixed = Problem(Dirichlet, "fixed", 3, "displacement")
+fixed_elements = create_nodal_elements(mesh, "Face_constraint_1")
+update!(fixed_elements, "displacement 1", 0.0)
+update!(fixed_elements, "displacement 2", 0.0)
+```
+
+JuliaFEM allows new functions to be built with the help of other JuliaFEM functions. For example we need now a helper function to create tie contacts to our model.
+
+Our function is called `create_interface` and it has three variables: mesh, slave and master. `mesh` refers to our input file name that is defined at the begining of this document, `slave` is the name of our slave surface in the input file and `master` is the name of the master surface. The function uses `Problem()` function with the `Mortar` method, `create_surface_elements` function and `update!` function from the JuliaFEM library.
+
+```julia
+""" A helper function to create tie contacts. """
+function create_interface(mesh::Mesh, slave::String, master::String)
+ interface = Problem(Mortar, "tie contact", 3, "displacement")
+ interface.properties.dual_basis = false
+ slave_elements = create_surface_elements(mesh, slave)
+ master_elements = create_surface_elements(mesh, master)
+ nslaves = length(slave_elements)
+ nmasters = length(master_elements)
+ update!(slave_elements, "master elements", master_elements)
+ interface.elements = [slave_elements; master_elements]
+ return interface
+end
+```
+
+Interfaces can now be applied with our own function `create_interface(mesh, slave::String, master::String)` that collects necessary information from our input file and creates a tie contact.
+
+```julia
+# call the helper function to create tie contacts
+tie1 = create_interface(mesh,
+ "LDUBracketToAdapterplate1",
+ "Adapterplate1ToLDUBracket")
+tie2 = create_interface(mesh,
+ "LDUBracketToAdapterplate2",
+ "Adapterplate2ToLDUBracket")
+```
+
+All problems need to be added into `Solver(solver_type, problem_names)` function where `solver_type` is the type of the solver (Modal, Linear, Nonlinear). In this example we are using a modal solver that solves generalized eigenvalue problems Ku = Muλ since we are calculating natural frequencies.
+
+The results can be imported to xdmf file format for further review. This is performed by typing `solver_name.xdmf = Xdmf(result_file_name::String)` where `solver_name` is the name of our solver which we defined and `result_file_name` is the name we want to give our xdmf result file.
+
+Yet we need to specify some properties for our analysis. We only want to calculate the first six frequencies for our model. This can be done by first typing `solver_name.properties.nev = value` where `nev` refers to the number of eigenmodes and `value` is the number of eigenmodes which are to be calculated, and then typing `bracket_freqs.properties.which = :SM` where `which` refers to the type of the eigenmodes (:SM, :LM , etc.) and `:SM` specifies that the eigen modes to be calculated shall be the smallest ones.
+
+Finally by simply typing `solver_name()` we are commanding JuliaFEM to start the analysis.
+
+```julia
+# add the field and the boundary problems to the solver
+bracket_freqs = Solver(Modal, bracket, fixed, tie1, tie2)
+# save results to Xdmf data format ready for ParaView visualization
+bracket_freqs.xdmf = Xdmf("results")
+# solve 6 smallest eigenvalues
+bracket_freqs.properties.nev = 6
+bracket_freqs.properties.which = :SM
+bracket_freqs()
+```
+
+### Results
+
+JuliaFEM gives the following calculation results for the analysis.
+
+| Mode | f [Hz] |
+| ---- |:------:|
+| 1 | 111.38 |
+| 2 | 155.03 |
+| 3 | 215.40 |
+| 4 | 358.76 |
+| 5 | 409.65 |
+| 6 | 603.51 |
diff --git a/performance/2017-08-13-eigenvalue-analysis-of-eiffel-tower-using-juliafem-0.3.2.md b/performance/2017-08-13-eigenvalue-analysis-of-eiffel-tower-using-juliafem-0.3.2.md
index 2c271c2..f6d63ae 100644
--- a/performance/2017-08-13-eigenvalue-analysis-of-eiffel-tower-using-juliafem-0.3.2.md
+++ b/performance/2017-08-13-eigenvalue-analysis-of-eiffel-tower-using-juliafem-0.3.2.md
@@ -19,6 +19,10 @@ and in particular in storing results to Xdmf.
+
## Code
+
## Code